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u Award Date: §/x.812008 CAG -08-115 Awarded to:, Pivetta ` Brothers Const. Inc. P.O. Box 370 Sumner, WA 98390 $162,990-00 N ' �f Bidding Requirements,City of Renton + + Formes Contract Forms,Conditions of Nam the Contract,Plans and Specifications 1V G of Renton Dayton Ave NE / NE 22nd St Drainage Improvement Project Eli Project No. SWP-27-3296 City of Renton 1055 South Grady Way Renton WA 98057 Project Manager:'" 425-430-7293 Daniel Carey Printed on Recycled Paper aw CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the Dayton Ave NE / NE 22nd St Drainage Improvement Project PROJECT NO. SWP-27-3296 aw July 2008 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS .. PLANS p,1.p J. STq O��oF W�ti�ti�9 Q ar � 77 Q NALENG\ �12512oc$ rr r-EXPIRES 10/1S/2oo CITY OF RENTON 1055 South Grady Way Renton, WA 98057 sw ® Printed on Recycled Paper aw Wfr err EMERGENCY CONTACT LIST 288TH STREET EAST CULVERT, PIERCE COUNTY FOREMAN: MIKE CHASE 253-377-2021 SUPERINTENDENT: JOBE YOUNGBLOOD 253-261-5591 PROJECT MANAGER: BOB MICKEL - CELLULAR 253-377-3717 OFFICE 253-862-7890 Ext 9 EMERGENCY CONTACT: JOBE YOUNGBLOOD 253-261-5591 MIKE CHASE 253-377-2021 �r MARK PIVETTA 206-396-9100 INSURANCE AGENT: " CONTINENTAL WESTERN INSURANCE COMPANY COLLEEN MACLAFFERTY 601 UNION STREET, SUITE 100 SEATTLE,WA 98101 BONDING AGENT: TRAVELERS CASUALTY AND SURETY STEVE PALMER 1001 FOURTH AVE, STE 1800 SEATTLE, WA 98154 800-422-4710 1812 Pease Avenue.Sumner.WA 98390 • Phone:(253)8b2-7890 • Fax:(253)`170-5008 • www.pivetta.com Contractors License PIVETBC0b389 i i REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCOl PIVETBC063B9 10/06/2009 EFFECTIVE DATE 01/29/1994 rr I ' I, PIVETTA BROTHERS CONST INC PO BOX 370 ` SUMNER WA 98390 j j ,rr �r. rrr r wr rr r. a. Y o CITY OF RENTON BUSINESS LICENSE Expiration Date Y . Finance Division 10/31/2009 1055 South Grady Way Renton, WA 98057 Issued Date: License# (425)430-6851 11/1/2008 13L.008489 �r Business Location RECEIVED Billing Code: ocl_a 1812 PEASE AVE SUMNER, WA 98390 SEP 0 2 2008 Licensee has applied for a City of Renton business license in accordance with Renton UTILITY SYSTTTEMMS S CITY OF RE Municipal Code (the Code), Title V Business, Chapter 5 Business Licenses. The Licensee PIVETTA BROTHERS CONST INC w. SU BOX , regulations agrees to comply with all requirements of the Code, as well as State laws and re MNER WA 98390 g applicable to the business activity licensed. Post this License at the place of business. +�r +w CITY OF RENTON Dayton Ave NE /NE 22nd St Drainage Improvement Project vo SWP-27-3296 CONTRACT DOCUMENT TABLE OF CONTENTS to Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work 40 Location, Vicinity Figure Instructions to Bidders, Example Schedule of Prices Call for Bids 1 -Bid Section *Proposal and Combined Affidavit& Certificate Form: Non-Collusion,Anti-Trust Claims,Minimum Wage Form *Bid Bond Form *Schedule of Prices *Acknowledgement of Addenda ► **Subcontractors List (not required for this project) 2—Contract Section ❖Bond to the City of Renton rr. ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal-Aid FHWA) ❖Retainage Selection ❖City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form Insurance Information and Requirements Certificate of Payment of Prevailing Wages(City Form) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Prevailing Minimum Hourly Wage Rates (New job classifications) Environmental Regulation Listing WSDOT Amendments City of Renton Special Provisions Survey Control Network, Surveying Standards, and Monuments Traffic Control Information Geotechnical Information Pump House Information and Photos Site Photos Standard Details Construction Plans (reduced 11 x 17) 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. .r. * Submit with Bid ** Submit with Bid or within 24 hours of bid ors. ❖ Submit after Notice of Award CITY OF RENTON Public Works Department ow 02_Contents.DOC\ do wr CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 +r. 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. r (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable r 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 7thday of October, 1996. rr. CITY OF RENTON: RENTON CITY COUNCIL: Nfayor Council President Attest: City Clerl trr wr 03_SUMRY.D0C\ rr ow CITY OF RENTON N SU OJARY OFAA WCANS WITH DIC,a Rn rrrFSACT POLICY ADOPTED BYRESOLUTIONNO. 3007 +fir 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 Americus With Disabilities Act and other applicable guidelines as set forth in app � gui federal,state.and Iocal laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services,activities and programs. (3) AMERICANS WMI 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 shalt be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and .r suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy shall be distributed to all City employees,shall appear in all operational documentation of the City, including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED W by the City Council of the City of Renton, Washington, this 4th. day of October 1993. C RENTON RENTON CITY COUNCIL: r � Mayor C&mciI President ' Attest: a. City Cleric +raw "o go CITY OF RENTON Dayton Ave NE /NE 22nd St Drainage Improvement Project N SWP-27-3296 SCOPE OF WORK O The work involved under the terms of this contract document shall be full and complete installation of Yn the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: so • Removing existing trees, fences,and landscaping for construction. • Installing approximately 600 LF of new 12-inch storm line and 12 catch basins. • Removing and rebuilding a pool pump house and associated mechanical equipment and utility connections. • Replacing concrete sidewalk, curb and gutter. �r. • Removing and restoring asphalt pavement. • Restoration including installing 190 feet of new wood fencing, landscaping,trees, and sod. The estimated project cost is $190,000 to $210,000. A total of 45 working days is allowed for completion of the project. For Bid Item Descriptions see Special Provisions Section 1-09.14 Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. w■ to +rr 04a SCOPE.DOC\ +r Project LAKE U') Location WASHINGTON l 4w TI u I �_ C.0 71 U) fiv Project Location DAYTON AVE NE / NE 22ND ST STORM SYSTEM PROJECT 0' 1 Mile N I I City of Renton Surface Water Utility p„ Scale: 1" = 1 Mile D. Carey 6/08 wr +rw E th St co �g E2 t t z CD a� a) Q Cn C: E Ni Es: 22th St Project Location C Project Vicinity 0' 500' DAYTON AVE NE / NE 22nd ST I I STORM SYSTEM PROJECT N Scale: 1" = 500' City of Renton Surface Water Utility D. Carey 6/08 .r No INSTRUCTIONS TO BIDDERS it 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk,Renton City Hall, until the time and date specified in the Call for Bids. rM At that time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. 40 No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. do 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents,whether made before or after letting the contract. 3 The work to be done is shown in the plans and/or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors,the unit price bid will govern. Illegible figures will invalidate the bid. to 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the rr decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as indicated on forms enclosed under Attachment A herein and as identified within Specification Section 1-07.18. ww Revised:04/06 bh 1W so 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract,the Contractor is required to supply information to the City of wr Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage. 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers,workmen,mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall 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. +rr Revised:04/06 bh +iW 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Special Provisions or 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 "2006 Standard Specifications for Road,Bridge and Municipal Construction" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT standards shall be deleted and the measurement and payment provisions of Section 1-09 of the City of Renton Special Provisions, Measurement and Payment(added herein), and Section 1-09.14 shall govern. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. to If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations to as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. to ❑ Have you submitted, as part of your bid, all documents marked in the index as"Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? Revised:04/06 bh " E X A M P L E - SCHEDULE OF PRICES " This Example shows how the Schedule of Prices should be filled out. The prices are for illustration only, and do not represent actual unit prices for those items. The Unit Price for all bid items, all extensions, and Total amount of the bid must be filled in. Handwritten words and figures are acceptable (must be legible). FOR EACH BID ITEM 1 Write the Unit Price in words and figures (number). The words and figures must be equal. Example: Nine hundred dollars, $900.00. 2 Multiply the Quantity by the Unit Price, write the result in the"Amount' column as a figure. Example: Bid Item #2, 200 Linear Foot x$1.20 = $240.00 rr 3 Add the Amounts for all bid items and write the result in the"Subtotal' column (example: $5,315.35). 4 Multiply the Subtotal by the Sales Tax, write the result in the"Sales Tax" column (when present). Example: $5,315.35 x 8.8% =$467.75 5 Add the Subtotal and the Sales Tax, write the result in the"TOTAL" column. RECHECK THE WORDS, FIGURES, AND MATH The bid may be rejected if the Unit Price (in words) is not the same as the Unit Price (in figures). EXAMPLE ITEM APPROX. ITEM NAME WITH UNIT PRICE UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be written in words) (figure) (figure) 1. 1 Erosion Control Lump Sum $ Nine hundred dollars $ 900.00 $ 900.00 2. 200 Clear Fence Line Linear Foot $ One dollar and twenty cents $ 1.20 $ 240.00 rr 3. 150 Topsoil Cubic Yard $ Three dollars $ 3.00 $ 450.00 4. 2 Chain Link Gate Each $ One thousand two hundred dollars _ $ 1,200.00 $ 2,400.00 5. 0.40 Hydro-seed Acre $ Two thousand dollars $ 2,000.00 $ 800.00 6. 1 Restoration Lump Sum $ Five Hundred twenty five dollars and $ 525.35 $ 525.35 thirtyfive cents Subtotal $ 5,315.35 8.8% Sales Tax $ 467.75 TOTAL $ 5,783.10 �.r 06-Example Sched Prices.doc rr I - BID SECTION Dayton Ave NE /NE 22nd St Drainage Improvement Project SWP-27-3296 The following documents must be submitted for the bid at the time noted, and must be executed by the Contractor,President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. rr *Proposal and Combined Affidavit& Certificate Form: Non-Collusion, Anti-Trust Claims, and Minimum Wage Form *Bid Bond Form *Schedule of Prices *Acknowledgement of Addenda **Subcontractors List (not required for this project) * Submit with Bid ** Submit with Bid or within 24 hours of bid srr For Bid Item Descriptions see Special Provisions Section 1-09.14 23 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? ft ❑ Have you certified receipt of addenda, if any? rr +rr 07e Bid Section.DOC\ rr Proposal-Page 1 CITY OF RENTON Dayton Ave NE / NE 22nd St Drainage Improvement Project SWP-27-32% 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.) The undersigned certifies and agrees to the following provisions: NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any �r 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 ■r 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. Therefore, vendor hereby assigns to purchaser any and all claims for such over-charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations 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 Page 15 Proposal Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale . Proposal -Page 2 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, worlanan, 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: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT Pivetta Brothers Construction, Tnc Name of Bidder's Firm Printed Name Mark Pivetta Signature Address: lO Box 370 Sumner, WA 98390 Names of Members of Partnership: Mark Pivetta OR Name of President of Corporation Mark Pivetta Name of Secretary of Corporation Mark Pivetta Corporation Organized under,the laws of Washington With Main Office in State of Washington at Sumner WA irlll Subscribed and sworn to before me on this 12 day of August , 2098 Co C '��IIIlt11/,1ji -n Notary Public in and for the State f ashington �OTgRy - .,,�� ♦,,, �Z� Wallace C Clayton ••. PUBLIC,.•'o Notary (Print) '' ' ;••'� �''tj`� �' •.� ••.;,;„;,, '�� �� My appointment expires: 03-10-09 to Page 16 Minimum Wage Affidavit Form mProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$ Five Percent of Total which amount is not less than five percent of the total bid, Anount Bi Signature Know All Men by These Presents: That we, Pivetta Brothers Construction, Inc. as Principal, and ravel ers Casgl n and Surety as Surety, are held and firmly bound unto the City of Renton, as b igee, in the penal sum of Five Percent (5q) 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 _Dayton Ave NE / NE 22nd St Drainage Improvement Project according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal sha11, 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 5th DAY OF August 2008 !Five Bro e s str Qn, Inc. B ncipal a" Travelers Casualty aqd Surety ny of America By: � 7✓ o SurctY Mary A. Dobbs, Attorney-in-Fact ar Received return of deposit in the sum of$ do rw 09-BIDBD.D0C1 r*age 17 Bid Bond Form WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CIA► POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 219499 Certificate No. 0 0 5 4 8 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Pamela A.Jardine,Patricia L. Russell,Angela D.Tonnon, Roxana Palacios,Jeanne M.Hagel,Terri L.Franklin,Susan L.Garred,Heather Allen,Mary A. Dobbs,Steven W.Palmer,Holly E. Ulfers,and Bonny Smith of the City of Seattle State of Washington their true and lawful Attorney(s)-in-Fact, rt each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of.guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 24th IN WITNESS WHEREOF,the Compng&ave caused this instrument;to be signed and thcit corporate seals to be hereto affixed,this day of J1U y 1111185 IFarmington Casualty Compauty St.Paul Guardian Insurance Company Fidelity and Guaranty hisurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company -.. G • y �1NSUgge, Jp�tY ANO�, �,1a s+mery (�1Y'1Ar0 �SU� SIYiEj �F\RED O2 o�a4r i' '4a �M�,nw� }�j"7p'Q * v 2`: 198160 'l w^^.rKV1TED N '19Y1 Z �jCaPPOR�IF..Et'+t iW:'C�RPORAlf:C1^i q l� Gm' ;I: a HARTFORf), i HAftfFORD,t a � 1951 NO SEA n s t o i W CCNN. a �CONN. n 7896 9� 'F 1V '-od:,S..AL,•'.�= � � t Via: OF NFN ^... State of Connecticut By: City of Hartford ss. Georg Thompson, enior ice President 24th July 2008 On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2011. # Marie C.Tetreault,Notary Public 58440-5-07 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, T St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking T shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate "r relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. ^° s 1,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20 v Kori M.Johans Assistant Secretary G I.SU,� SUftElj. F RE 6 n �N iMg •1i HSU''"„ p(Y grya OT O�'� G9 J`JpP �=OFfOR .� 4C m� iC �)F m W;�oanTf: �oCONN.SBAL�.t m o........:mot To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. T T. f WARNING:THIS POWER OF ATTORNEY IS INVALID WITHC'•JT THE RED BORDER CITY OF RENTON SCHEDULE OF PRICES Dayton Ave NE I NE 22nd St Drainage improvement Project (Sales Tax Rule 171 Applies To This Project) (Note: Unit prices for all items,al extentiona,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.) ITEM ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT N0, QUANTITY Unit Prices to be Written in Words Dollars Cts. Dollars Cts. rr 1 1 Mobilization Lump Sum $ Ten thousand five hundred & 00/100 10,500.00 10,500.00 per Lump Sum (words) figures Five thousand eight hundred 2 1 Construction Survey,Staking,and As-Built w Lump Sum $ fifty & 00/100 5,850.00 5,850.00 per Lump Sum (words) figures to 3 1 Tralc Control One thousand five hundred & 00/100 1,500.00 1,500.00 Lump Sum $ per Lump Sum (words) figures 4 1 Term Em on ang Sedimer�C t�{ fifty & 00/100 1,750.00 1,750.00 e Dusan seven un y Lump Sum $ ■rl per Lump Sum (words) figures 5 1 Trench Excavation SafettyyS stems Lump Sum $ Five hundred & 00/110 500.00 500.00 per Lump Sum (words) figures 8 1 Temporary Stormwater Bypass 5,000.00 Lump Sum $ Five thousand & 00/100 5,�.� per Lump Sum (words) figures 7 3 Pothole Utility Each $ Two hundred sixty five & 00/100 265.00 795.00 per Each (words) figures 8 4 Remove,Dispose Fir Tree 1/ 1`f 0. ! t/ p wnnr Each $ One thousand one hundred fifty & 00/100 - :�— 4,600.00 X per Each (words) figures 9 8 Remove,Dispose Other Trees Each $. Seven hundred fifty & 00/100 750.00 6,000.00 per Each (words) figures 10 1 Remove Landscapin Lump Sum $ One thousand live hundred & 00/100 1,500.00 1,500.00 er Lum Sum words figures Schedule of Prices Page 1 of 4 r�r page 18 Schedule of Prices provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale do CITY OF RENTON SCHEDULE OF PRICES Dayton Ave NE/ NE 22nd St Drainage Improvement Project (Sales Tax Rule 171 Applies To This Project) (Note: Unit prices for all Items,all extentions,and total amount of bid must be shown. Show unit prices In both words lil and figures. where conflict occurs the written or typed words shall prevail. ITEM ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words Dollars Cts. Dollars Cts. ttrr 11 1 Remove Structures and Obstructions Lump Sum $ Five thousand & 00/100 5,000.00 5,000.00 + + per Lump Sum (words) figures 12 192 Remove, Dispose 6-Ft Wood Fence Linear Foot $ Eight & 50/100 8.50 1,632.00 per Linear Foot (words) figures 13 102 Temporary&Ft Chain Link Fence Linear Foot $ Four & 00/100 4.00 408.00 per Linear Foot (words) figures rrl Two thousand 14 1 Remove,Rebuild Pump House Lump Sum $ two hundred fifty & 00/100 2,250.00 2,250.00 per Lump Sum (words) figures One thousand 15 1 install Side Sewer for Pump House so Lump Sum $ Two hundred fifty �r 00/100 1,250.00 1,250.00 per Lump Sum (words) figures 16 1 Catch Basin Type l w/Open Curb Face Inlet Each $ Seven hundred fifty & 00/100 750.00 750.00 per Each (words) figures tt 17 6 Catch Basin Type IL Each $ Nine hundred fifty & 00/100 950.00 5,700.00 per Each (words) figures rtrt 18 1 Concrete Inlet w/Open Curb Face Inlet Each $ Six hundred & 00/100 600.00 600.00 per Each (words) figures Two thousand 19 4 Catch Basin Type II,48-inch Each $ four hundred fifty & 00/100 2,450.00 9,800.00 per Each (words) figures 20 2 Connect New CB to Existing Storm Line Each $ Seven hundred fifty & 00/100 750.00 1,500.00 per Each words figures rtr Schedule of Prices Page 2 of 4 Sage 19 "Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON SCHEDULE OF PRICES Dayton Ave NE/NE 22nd St Drainage Improvement Project (Sales Tax Rule 171 Applies To This Project) (Note: Unit prices for all items,all extentions,and total amount of bid must be shown, Show unit prices in both words iIr and fl ures. Where conflict occurs the written or typed words shall prevail.) ITEM ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words) Dollars Cts. Dollars Cts. 21 604 12-inch CPE Storm Pipe Linear Foot $ Forty & 00/100 40.00 24,160.00 per Linear Foot (words) figures 22 300 Import Trench Backfill Ton $ Twenty & 00/100 20.00 6,000.00 per Ton (words) figures am 23 20 Quarry Spalls Ton $ Thirty & 00/100 30.00 600.00 per Ton (words) figures 24 1,300 Sawcutting Linear Foot $ Four & 00/100 4.00 5,200.00 per Linear Foot (words) figures 25 60 Crushed Surfacing lire Ton $ Thirty & 00/100 30.00 1,800.00 per Ton (words) figures 26 80 Hot Mix Asphalt(HMA)Class 1/2" Ton $ One hundred ninety eight & 00/100 198.00 15,840.00 per Ton (words) figures io 27 40 Remove Asphalt Pavement Square Yard .$ Fifteen & 00/100 15.00 600.00 per Square Yard (words) figures 28 12 Replace Cement Conc.Curb and Gutter Linear Foot $_ Thirty & 00/100 30.00 360.00 per Linear Foot (words) figures 29 7 Replace Cement Concrete Sidewalk Square Yard $ SEventy five & 00/100 75.00 525.00 per Square Yard (words) figures 30 1 Replace Monument in Case Each $ ee hundred thirty & 00/100 330.00 330.00 pet Each (words) figures +rir irr Schedule of Prices Page 3 of 4 Sage 20 "Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale as CITY OF RENTON SCHEDULE OF PRICES 10 Dayton Ave NE 1 NE 22nd St Drainage Improvement Project (Sales Tax Rule 171 Applies To This Project) (Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in troth words am and ti ures. Where conflict occurs the written or words shalt prevail.) ITEM ITEM WITH UNIT PRICED BID. UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in Words Dollars Cts. Dollars Cts. 31 192 Install New 6-Foot Wood Fence Linear Foot $ Thirty & 00/100 30.00 5,760.00 per Unear Foot (words) figures 32 1 Repair;Build Rockeries Allis Lump Sum $ One thousand & 00/100 1,000.00 1,000.00 per Lump Sum (words) figures ya 33 1 Restore Landscaping Lump Sum $ Ten thousand & 00/100 10,000.00 10,000.00 per Lump Sum (words) figures 34 13 Install New Trees Each $ Six hundred fifty & 00/100 650.00 8,450.00 10 per Each (words) figures 35 8 Beauty Bark Cubic Yard $ Sixty & 00/100 60.00 480.00 per Cubic Yard (words) figures 36 100 Topsoil Type C Cubic Yard $ y Sixt & 00/100 60.00 6,000.00 per Cubic Yard (words) figures 37 400 Sod Installation Square Yard $ Twelve & 50/100 12.50 5,000.00 per Square Yard (words) figures r 38 1 Minor Changes Lump Sum $ Four Thousand Dollars $4,000.00 $4,000.00 per Lump Sum (words) figures (Sales Tax Rule pp ies To This Project) TOTAL 162,990.00 -1 t/ aril ifr Schedule of Prices Page 4 of 4 00Dage 21 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale irr CITY OF RENTON Dayton Ave NE/NE 22nd St Drainage Improvement Project SWP-27-3296 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA NO. DATE: NO. DATE: NO. DATE: NO. DATE: NO. DATE: SIGNED: TITLE: President NAME OF COMPANY: Pivetta Brothers'nstructiori`,Tnc ADDRESS: Po Box 370 CITY/STATE/ZIP: Sumner, WA 98390 ;rr TELEPHONE: 253--862-7890 Sage 22 Acknowledgement of Receipt of Addenda provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST Dayton Ave NE/NE 22nd St Drainage Improvement Project SWP-27-3296 RCW 39.30.060 requires that for all public works contracts exceeding $1,000,000 the bidder shall submit the names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and whose work involves either heating, air conditioning, ventilation, plumbing, or electrical. If the subcontractors names are not submitted with the bid, or within 24 hours of the bid, the bid shall be considered nonresponsive and, therefore, void. Complete one of the following for contracts that exceed$1,000,000: ar A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the contract price. Mark Pivettta President Name: 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 err Phone No. State Contractor's License No. ro Bid Item (s) Subcontractor Name Address Phone No. State Contractor's License No. rrr Bid Item(s) Subcontractor Name trr Address Phone No. State Contractor's License No. r Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. hMile syslswp-surface water projectslswp-27-surface water projects(cip)127-3296 dayton ave ne 22nd st11602 final specs%12_su6.doc 1Yr Revised 712002 gage 23 Subcontractor List 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 2 — CONTRACT SECTION INFORMATION ONLY Dayton Ave NE/NE 22nd St Drainage Improvement Project SWP-27-3296 The contract documents in this section must be executed and submitted by the successful Bidder within ten(10) days following the Notice of Award. ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal -Aid FHWA) ❖Retainage Selection ❖City of Renton Insurance Information Form ❖City of Renton Standard Endorsement Form o• Submit after Notice of Award 12c-Contract Section.DOC\ CONSENT IN LIEU OF ANNUAL MEETING OF iw- BOARD OF DIRECTORS AND SHAREHOLDER OF PIVETTA BROTHERS CONSTRUCTION, INC. 6 Pursuant to RCW 23B.08.210 and RCW 23B.07.040, the undersigned, being the sole Director and the sole shareholder of Pivetta Brothers Construction, Inc. (the "Corporation"), in lieu of an annual meeting for 2004,hereby consents to the actions described below. The shareholder of this Corporation hereby ratifies, approves and confirms all of the acts taken on behalf of the Corporation by the Director and officers of this Corporation since the last annual meeting of the shareholder. The shareholder hereby elects Mark Pivetta to serve as the Director of the Corporation until the next annual meeting of the shareholder of the Corporation or until his successor is elected and duly qualified. The Director hereby appoints the following officers of the Corporation to serve until the next annual meeting of the Board of Directors of the Corporation or until their successors are appointed and duly qualified: President, Secretary and Treasurer Mark Pivetta Vice President `virally Clayton ate signed ark P-ivetta, Director and Shareholder 523271.1/009119.00007 rr BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: Bond No. 105132414 That we, the undersigned _Pi vetta Brothers Construction, Inc. Travelers Casualty and Surety as principal, and Company of America corporation organized and existing under the laws of the State of- Connecticut as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $162,990.00 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Aq Dated at , Washington,this All day of 2441A ' 200r i Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG- providing for construction of Dayton Ave NE /NE 22nd St Drainage Improvement Proiect the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of it Renton, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. im Travelers Casualty and Surety Pivetta Brothers Cons r ion, Inc. Company of America Principal Surety im gnaturd Mark Pi vetta Signature Mary A. Dobbs President Attorney-in-Fact Title Title WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER .A► POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 219499 Certificate No. 0 0 4 tit`-•`0 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Pamela A.Jardine, Patricia L. Russell,Angela D.Tonnon, Roxana Palacios,Jeanne M.Hagel,Terri L.Franklin,Susan L.Garred,Heather Allen,Mary A. Dobbs,Steven W.Palmer,Holly E. Ulfers,and Bonny Smith of the City of Seattle State of Washington their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 24th IN WITNF,S$WHEREOF,the Comp r �s8have caused this instrument to be,signed and the ir corporate seals to be hereto affixed,this day of July U 1 Farmington Casualty Compgny St.Paul Guardian Insurance Company Fidelity and Guaranty%sLrance Company St.Paul Mercury Insurance Company Fidelity and Guaranty InsuraAce'Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company <• � J �� Q�*......SG,y 3JPY:.....Ugyv gJP� Os pw s^unE'ry 04�ITYA'YO HARTFORD, S 1951 sO x.� �'•S E A L 'o f >��: °� m CONN. S�°�CDNN: J Y, in 1896 State of Connecticut By: City of Hartford ss. Georg Thompson, enior ice President 24th July 2008 On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0.7 In Witness Whereof,I hereunto set my hand and official seal. #rr�My Commission expires the 30th day of June,2011. * A * Marie C.Tetreault,Notary Public 58440-5-07 Printed in U.S.A. Will WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER- WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman,the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may sr delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power TI prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be r valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the I Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company ofAmertca,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this /Q� day of 20047 . Kori M.Johann Assistant Secretary G«.SUq .WCTj' FIRE 6�ay RN INS ,: NSU r,� tV 4/y -.:tY"_�^ <� J� .yc ♦;........G ?+., Hyt JP� �s l��RY Y]+. ..YJ'yyLY p2 OPP:HI L �.��1Ab �' �P f�ipR POR,FjFy Q�J PP0PA { co T e^, FNRIFORD �' b" n wC0AF01WTED ,.. E'. ,� '��IMCa60F01Ee To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHCUTTHE RED BORDER CITY OF RENTON . FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE Pivetta Brothers Construction, Inc. hereby confirms and declares that (Name of contractor/subcontractor/consultant) I. It is the policy of Pivetta Brothers Construction, INc. to offer equal (Name of contractor/subcontractor/consultant) opportunity to all qualified employees and applicants for employment without regard to the race,creed,color, sex,national origin, age, disability or veteran status. E Pivetta Brothers Construction, Tnc complies with all applicable (Name of contractor/subcontractor/consultant) federal, state and local laws governing non-discrimination in employment. Pivetta Brothers Construction, Inc. III. When applicable, will seek out and (Name of contractor/subcontractor/consultant) i negotiate with minority and women contractors for the award of subcontracts. Mark Pivetta Print Agent/Representative's Name President Print Agent/Representative's Title A ent/R pre native's Signature 8-20-08 ift Date Signed H:\FileSys\SVvT-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\I6- FairPracticeFortn.DOC\ CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this V day of 200 d . by and between THE CITY OF RENTON, Washington, a municipal corp ration of the State of Washington, hereinafter referred to as "CITY" and Pivetta Brothers Construction. Inc. , hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 45 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part)perform all the work and services required to be performed, and provide F, and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project(identified as No. SWP-27-3296 for improvement by construction and installation of: Dayton Ave NE/NE 22nd St Drainage Improvement Project Work as described in"Scope of Work"dated July 2008 , attached hereto. All the foregoing shall be timely performed, furnished,constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. 4 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 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such r diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten(10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination,the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor,and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, 1 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 it ` any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life,personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Futhermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants,provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employees and(b) the City, H:\File Sys\SWP-Surface Water Projects\SWP-27 -Surface Water Projects(ClP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\17b-CONTRACT-NEW-6-15-07.doc y its agents, officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115,then,in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor r and the city, its officers, officials, employees and volunteers, the contractor's liability hereunder shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitute the �Yr contractor's waiver of immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this fYr agreement. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 45 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and 3` agreed that the damages to the City occasioned by said delay will be the sum of per Section fir 1-08.9 of Standard Specifications as liquidated damages(and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time r period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. r_ H:\File Sys\SWP- Surface Water Projects\SWP-27 -Surface Water Projects(CQ')\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECSA 7b-CONTRACT-NEW-6-15-07.doc L 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. L p. L 6 5::.. , yy b`> H:\File Sys\SWP- Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\17b-CONTRACT-NEW-6-15-07.doc IM 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 6 12) The total amount of this contract is the sum of $162,990.00 numbers One Hundred and Sixty Two Thousand Nine Hundred Ninety Dollars and no cents wnuen Words including Washington State Sales Tax. Payments will be made to the Contractor as specified in the"Special Provisions" of this Contract. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. 6 t CONTFokCTQP CITY OF RE N t residen artner/Owner Mayor Denis Law' . ATTEST ecretary Bonnie I . Walton, City Clerk dba Pivetta Brothers Construction, Inc. Firm Name check one ❑ Individual ❑ Partnership ® Corporation Incorporated in Washington Attention: F, 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. L 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. is H:\File Sys\SWP.- Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\17b-CONTRACT-NEW-6-15-07.doc CITY OF RENTON Dayton Ave NE/NE 22nd St Drainage Improvement Project SWP-27-3296 RETAINAGE SELECTION Per Standard Specifications Section 1-09.9(1)Retainage,and RCW 60.28,a sum of 5-percent of the monies earned by the Contractor will be retained from progress estimates. The retainage will be used as a trust fund for the protection and payment of(1)the State with respect to taxes,and(2)the claims of any person arising under the Contract. The Contractor shall select one of the options below for the retainage fund(check one): _ 1. Retained in a fund held by the City(non-interest bearing), or X 2. Deposited b the City in an escrow account interest bearing)in a bank,— P Y Y � (� g) mutual savings bank, or savings and loan association. Deposits will be in the name of the City and are not allowed to be fn withdrawn without the City's written authorization. 3.The City, at it's option,may accept a bond from the Contractor in lieu of retainage. If the Contractor selects option 2 or 3 it is fully responsible for selecting the bank or association to be used,and for making all arrangements and paying all costs associated with that option. All arrangements and forms needed for option 2 or 3 shall be submitted to the City for review and approval. Release of the Retainage will be made 60 days following the Completion Date provided the conditions in Special Provisions Section 1-09.9(l), and applicable State Regulations,are met. SIGNED: PRINT NAME: Mark Pivetta COMPANY: Pivetta Brothers Construction,Inc, DATE: 8-20 r wr City of Renton Human Resources & Risk Management Department Insurance Information Form FOR: Dayton Ave NE /NE 22nd St Drainage Improvement Proiect we PROJECT NUMBER: SWP-27-3296 STAFF CONTACT: Daniel Carey Certificate of Insurance indicates the coverages/limits specified in contract? ® Yes ❑ No r� Are the following coverages and/or conditions in effect? ® Yes ❑ No The Commercial General Liability policy form is an ISO 1993 ® Yes ❑ No as Occurrence Form or Equivalent? (If no, attach a copy of the policy with required coverages clearly identified) This edition is obsolete-current edition is 12/07 CG 0043 Amendatory Endorsement provided?* Obsolete- no longer used ❑ Yes ® No General Aggregate provided on a"per project basis(CG2503)?* ® Yes ❑ No Additional Insured wording provided?* ® Yes ❑ No Coverage on a primary basis and non-contributing basis?* ® Yes ❑ No Waiver of Subrogation Clause applies?* ® Yes ❑ No Severability of Interest Clause(Cross Liability)applies? ® Yes ❑ No Notice of Cancellation/Non-Renewal amended to 45 days?* ® Yes ❑ No go *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER GL A+X Auto A+X Umb A+X Professional N/A This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the policies and/or specific declaration pages FROM awarded bidder prior to execution of contract. Kibble& Prentice,a USI Company Colleen MacLafferty,Account Manager Agency/Broker Com leted B (Type or Print Name 601 Union St#1000,Seattle,WA 98101 Address Completed By( a, r Colleen MacLafferty 206-695-9171 Name of person to contact Telephone Number it NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OF INSURANCE rr wr Client#:320527 PIVETBRO ACORD,. CERTIFICATE OF LIABILITY INSURANCE 08/25/2008 Y") PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Kibble&Prentice,a USI Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 601 Union Street,Suite 1000 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Seattle,WA 98101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 206 441-6300 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Continental Western Insurance COmpan 10804 Pivetta Brothers Construction,Inc. INSURER 8: P.O.Box 370 INSURER C: Sumner,WA 98390 � INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DDIYY DATE MMIDD/YY LIMITS aril A GENERAL LIABILITY CWP267250822 03101/08 03/01/09 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DDAAMIAGE TO RENTED n $300,000 CLAIMS MADE 51 OCCUR MED EXP(Any one person) $10,000 X PD Ded:$2,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $2 00,000 POLICY X PRO LOC JECT A AUTOMOBILE LIABILITY CWP267250822 03/01/08 03/01/09 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) r� X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ H ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ l A EXCESS/UMBRELLA LIABILITY CU267250921 03101/08 03/01/09 EACH OCCURRENCE $5 000 000 X OCCUR ❑CLAIMS MADE AGGREGATE s5:000:000 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND CWP267250822 03/01/08 03101/09 TWO STATU- 0ER MIT A EMPLOYERS'LIABILITY WA Stop Gap Only E.L.EACH ACCIDENT $1,000,000 - ANY PROPRIETOR/PARTNER/EXECUTIVE No OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 OTHER f DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Dayton Ave NE/NE 22nd St Drainage Improvement; Project No.SWP-27-3296.City of Renton, their elected or appointed officers,officials,employees,subconsultants and volunteers are Additional Insured and coverage is primary and non-contributory per attached endorsement.Waiver of subrogation applies per attached endorsement. *10 days notice of cancellation for non-payment of premium �w CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Renton DATE THEREOF,THE ISSUING INSURER WILL fYiiritiiip MAIL d5* DAYS WRITTEN Attn: Daniel Carey NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 1055 S Grady Way Renton,WA 98055 AUTHORIZED RREEP�RESSJEENNTTA..TIVE 1 /c �+'l.N� ' ACORD 25(2001/08)1 Of 2 #S2822046/M2809617 CNMJU O ACORD CORPORATION 1988 +r rr IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). rr DISCLAIMER so The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. +err rir im trr im r w ACORD 25-S(2001/08) 2 of 2 #S2822046/M2809617 «r THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. �r CONTRACTORS' COMMERCIAL GENERAL LIABILITY ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. MEDICAL PAYMENTS (b) That is Fire, Lightning, Explosion or If SECTION I — COVERAGE C MEDICAL PAY- Sprinkler Leakage insurance for prem- ,,,� MENTS is not otherwise excluded from this ises rented to you or temporarily occu- Coverage Part: pied by you with the permission of the owner; 1. The Medical Expense Limit provided by this 4. Paragraph 9.a. of SECTION V — DEFINI- LIMITS OF INSURANCE, 4 policy, subject to the terms , shall be the SECTION III - TIONS is deleted and replaced by the follow- .. greater of: ing: a. $10,000; or a. A contract for a lease of premises. However, that portion of the contract for b. The Medical Expense Limit shown in the a lease of premises that indemnifies any Declarations of this Coverage Part. person or organization for damage by B. FIRE, LIGHTNING, EXPLOSION, SMOKE AND fire, lightning, explosion or sprinkler SPRINKLER LEAKAGE DAMAGE TO PREM- leakage to premises while rented to you ISES YOU RENT or temporarily occupied by you with permission of the owner is not an "in- If damage to premises rented to you under Cov- sured contract"; erage A. is not otherwise excluded from this pol- icy,the following applies: 1. The last paragraph of SECTION I — COV- 1. Paragraph g.(2) of SECTION I — COVER- ERAGE A.2. Exclusions is deleted and re- AGE A.2. Exclusions is deleted and re- placed by the following: placed by the following: Exclusions c. through n. do not apply to A watercraft you do not own that is: damage by fire, lightning, explosion or sprin- (a) Less than 51 feet long;and kler leakage to premises while rented to your or temporarily occupied by you with permis- (b) Not used to carry persons or property for sion of the owner. A separate limit of insur- a charge. ance applies to this coverage as described D. SUPPLEMENTARY PAYMENTS in SECTION III—LIMITS OF INSURANCE. SECTION I — SUPPLEMENTARY PAYMENTS 2. Paragraph 6. of SECTION III — LIMITS OF — COVERAGES A AND B is amended as fol- ,,, INSURANCE is deleted and replaced by the lows: following: 1. The limit of insurance in paragraph 1.b. is 6. Subject to 5. above, the greater of: increased from $250 to$2,500; and a. $300,000;or 2. The limit of insurance in paragraph 1.d. is b. the Damage To Premises Rented increased from $250 to$500. To You Limit shown in the Declara- E. AUTOMATIC ADDITIONAL INSURED — tions; SPECIFIED RELATIONSHIPS +�+ is the most we will pay under COVER- The following is added to Paragraph 2. of SEC- AGE A for damages because of "prop- TION 11-WHO IS AN INSURED: erty damage"to any one premises,while rented to you, or temporarily occupied by e. Any person or organization described in you with the permission of the owner paragraph f. below,whom you and such per- arising out of any one fire, lightning, ex- son or organization have agreed in writing in plosion or sprinkler leakage incident. a contract or agreement that such person or organization be added as an additional in- 3. Paragraph 4.b.(18(b) Other Insurance of sured on your policy. SECTION IV — bOMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and re- placed by the following: orr CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 1 of 6 Office,Inc.,with Its permission +rr err Such person or organization is an insured (c) The ownership, maintenance, or use provided: of any elevators. r. (1) The written or oral contract or agree- F. ADDITIONAL INSURED—OWNERS, LESSEES ment is: OR CONTRACTORS—AUTOMATIC STATUS (a) Currently in effect or becomes effec- 1. SECTION II — WHO IS AN INSURED is tive during the policy period;and amended to include as an additional insured am (b) Executed prior to an "occurrence" or any person or organization for whom you are offense to which this insurance performing operations when you and such would apply. person or organization have agreed in writ- ing in a contract or agreement that such per- r (2) They are not specifically designated as son or organization be added as an addi- an additional insured under any other tional insured on your policy. Such person or provision of, or endorsement added to, organization is an additional insured only this policy. with respect to liability for "bodily injury", • f. Only he following "property damage" or "personal and adver- y g persons or organizations tising injury'caused, in whole or in part, by: are additional insureds under this endorse- ment, and coverage provided to such addi- a. Your acts or omissions; or tional insureds is limited as provided herein: b. The acts or omissions of those acting on (1) The manager or lessor of a premise your behalf; leased to you, but only with respect to li- ability arising from the ownership, main- in the performance of your ongoing opera- tenance or use of that part of the prem- tions for the additional insured. ises leased to you and subject to the fol- A person's or organization's status as an ad- lowing additional exclusions: ditional insured under this policy ends when This insurance does not apply to: your operations for that additional insured (a) Any "occurrence" which takes place are completed. after you cease to be a tenant of that 2. With respect to the insurance afforded to premises. these additional insureds, the following addi- (b) Structural alterations, new construe- tional exclusions apply: r. tion or demolition operations per- This insurance does not apply to: formed by or on behalf of the man- ager or lessor. a. ::Bodily injury",d vse y damage" personal anaderti g injury arising (2) Any person or organization from whom out of the rendering of, or the failure to .r you lease equipment, but only with re- render, any professional architectural, spect to liability for bodily injury", prop- engineering or surveying services, in- erty damage" or "personal and advertis- eluding: ing injury caused, in whole or in part, by rr your maintenance, operation or use of (1) The preparing, approving, or failing equipment leased to you by such per- to prepare or approve, maps, shop son(s)or organization(s). drawings, opinions, reports, surveys, field orders, change orders or draw- However, this Insurance does not apply ings and specifications;or wr to any occurrence which takes place after the equipment lease expires. (2) Supervisory, inspection, architec- (3) Any state or political subdivision, subject tural or engineering activities. to the following additional provision: b. "Bodily injury" or "property damage" This insurance applies only with respect occurring after: to the following hazards for which the (1) All work, including materials, parts state or political subdivision has issued a or equipment furnished in connec- permit in connection with premises you tion with such work, on the project own, rent, or control and to which this in- (other than service, maintenance or surance applies: repairs) to be performed by or on (a) The existence, maintenance, repair, behalf of the additional insured(s) at construction, erection, or removal of the location of the covered opera- "` advertising signs, awnings, cano- tions has been completed;or pies, cellar entrances, coal holes, (2) That portion of "your work" out of driveways, manholes, marquees, which the injury or damage arises hoist away openings, sidewalk has been put to its intended use by vaults, street banners, or decora- any person or organization other tions and similar exposures;or than another contractor or subcon- (b). The construction, erection, or re- tractor engaged in performing op- moval of elevators;or erations for a principal as a part of the same project. CL CIS 00 20 03 07 Includes copyrighted material of Insurance Services Page 2 of 6 Office,Inc.,with its permission +rr err 3. The insurance provided by this endorsement c. We may pay any part or all of the de- is primary insurance and we will not seek ductible amount to effect settlement of contribution under any insurance policy un- any claim or suit and, upon notification I der which such additional insured is a of the action taken; you shall promptly named insured, if such policy was procured reimburse us for such part of the de- and paid for by such additional insured, or a ductible amount as we have paid. parent or related entity of such additional in- sured. H. BROADENED NAMED INSURED + 4. With respect to the insurance afforded to Paragraph 3. of SECTION 11 - WHO IS AN IN- these additional insureds, SECTION III — SURED is deleted and replaced by the following: LIMITS OF INSURANCE is amended as fol- Any organization, other than a joint venture, over lows: which you maintain ownership or majority inter- The limits applicable to the additional in- est of more than 50%will be a Named Insured if sured are those specified in the written con- there is no other similar insurance available to tract or agreement or the limits stated in the that organization. However: Declarations, whichever is less. If no limits a. Coverage under this provision is afforded are specified in the written contract or only until the 180th day after you acquire or agreement, the limits applicable to the addi- form the organization or the end of the policy tional insured are those specified in the Dec- period,whichever is earlier. larations. The limits of insurance are inclu- b, COVERAGE A does not apply to "bodily in- sive of and not in addition to the limits of in- jury" or"property damage" that occurred be- surance shown in the Declarations. fore you acquired or formed the organiza- �,, G. PROPERTY DAMAGE TO BORROWED tion. EQUIPMENT c. COVERAGE B does not apply to "personal 1. Paragraph 2.j. of SECTION I - COVER- and advertising injury" arising out of an of- AGES, COVERAGE A BODILY INJURY fense committed before you acquired or r AND PROPERTY DAMAGE LIABILITY is formed the organization. amended as follows: I. CONSTRUCTION PROJECT GENERAL AG- Paragraphs (3) and (4) of this exclusion do GREGATE LIMIT not apply to tools or equipment loaned to 1. For all sums which the insured becomes you, provided they are not being used to per- legally obligated to pay as damages caused form operations at the time of loss. by "occurrences under COVERAGE A 2. SECTION III — LIMITS OF INSURANCE is (SECTION 1), and for all medical expenses deleted and replaced by the following: caused by accidents under COVERAGE C (SECTION 1), which can be attributed only to The most we will pay in an one "occur- ongoing operations at a single construction rence" for "property damage' to borrowed project away from premises owned by or equipment is $15,000. This limit of insur- rented to the insured: ance is the most we will pay regardless of a. A Single Construction Project General the number of: 9 j Aggregate Limit each con- a. Insureds; strrctn project away from applies premises b. Claims made or"suits" brought;or owned by or rented to the insured, and that limit is equal to the amount of the C. Persons 9r organizations making claims General Aggregate Limit shown in the or bringing"suits". Declarations. 3. Deductible b. The Single Construction Project General Aggregate Limit is the most we will pay a. Our obligation to pay damages on behalf for the sum of all damages under COV- of the insured applies only to the amount ERAGE A, except damages because of of damages in excess of $250 as appli- "bodily injury" or "property damage" in- a. cable to"property damage" as the result chided in the "products-completed op- of any one "occurrence', regardless of erations hazard", and for medical ex- the number of persons or organizations penses under COVERAGE C regardless who sustain damages because of that of the number of: '"occurrence". b. The terms of this insurance, including (1) Insureds; those with respect to our right and duty (2) Claims made or"suits"brought; or to defend the insured against any suits" (3) Persons or organizations making .r seeking those damages; and your duties claims or bringing"suits". in the event of an"occurrence",claim, or "suit"apply irrespective of the application of the deductible amount. w CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 3 of 6 Office,Inc.,vuith Its permisslon rw c. Any payments made under COVERAGE J. KNOWLEDGE OF OCCURRENCE A for damages or under COVERAGE C The following is added to paragraph 2. Duties In for medical expenses shall reduce the The Event Of Occurrence, Offense, Claim Or gregate Limit for that construction prro- Single Construction Project General o- Suit of SECTION IV — COMMERCIAL GEN- ject away from premises owned by or ERAL LIABILITY CONDITIONS: rented to the insured. Such payments e. A report of an "occurrence", offense, claim shall not reduce the General Aggregate or"suit"to: Limit shown in the Declarations nor shall 1 if they reduce any other Single Construc- O You, y ou are an individual, tion Project General Aggregate Limit for (2) A partner, if you are a partnership, any other separate construction project away from premises owned by or rented (3) An executive officer, if you are a to the insured. corporation, or d. The limits shown in the Declarations for (4) A manager, if you are a limited liability Each Occurrence, Fire Damage and company; Medical Expense continue to apply. is considered knowledge and requires you to However, instead of being subject to the notify us of the "occurrence", offense, claim, General Aggregate Limit shown in the or"suit"as soon as practicable. Declarations, such limits will be subject to the applicable Single Construction f. We are considered on notice of an Project General Aggregate Limit. "occurrence", offense, claim or "suit" that is 2. For all sums which the insured becomes reported to your Workers' Compensation legally obligated to pay as damages caused insurer for an event which later develops into by "occurrences" under COVERAGE A an "occurrence", offense, claim or "suit" for (SECTION 1), and for all medical expenses which there is coverage under this policy. caused by accidents under COVERAGE C However, we will only be considered on (SECTION 1), which cannot be attributed notice if you notify us as soon as you know only to ongoing operations at a single desig- the claim should be addressed by this policy Hated construction project away from prem- rather than your Workers' Compensation policy. ises owned by or rented to the insured: rr a. Any payments made under COVERAGE K. UNINTENTIONAL OMISSIONS A for damages or under COVERAGE C The following is added to paragraph 6. Repre- for medical expenses shall reduce the sentations of SECTION IV - COMMERCIAL amount available under the General Ag- GENERAL LIABILITY CONDITIONS: gregate Limit or the Products-Completed d. If you unintentionally fail to disclose any ex- Operations Aggregate Limit, whichever posures existing at the inception date of your is applicable; and policy, we will not deny coverage under this b. Such payments shall not reduce any Coverage Part solely because of such failure ++� Single Construction Project General Ag- to disclose. However, this provision does gregate Limit. not affect our right to collect additional pre- mium or exercise our right of cancellation or 3. When coverage for liability arising out of the non-renewal "products-completed operations hazard" is provided, any payments for damages be- This provision does not apply to any known cause of"bodily injury" or"property damage" injury or damage which is excluded under included in the "products-completed opera- any other provision of this policy. tions hazard" will reduce the Products- L. MENTAL ANGUISH r Completed Operations Aggregate Limit, and ra Para h 3. of SECTION V— DEFINITIONS is not reduce the General Aggregate Limit nor Paragraph the Single Construction Project General Ag- deleted and replaced by the following: gregate Limit. 3. "Bodily injury" means bodily injury, sickness 4. If the applicable construction project away or disease sustained by a person, including from premises owned by or rented to the in- mental anguish or death resulting from any sured has been abandoned, delayed, or of these at any time, abandoned and then restarted, or if the au- M. WAIVER OF TRANSFER OF RIGHTS OF RE- thorized contracting parties deviate from COVERY AGAINST OTHERS plans, blueprints, designs, specifications or timetables, the project will still be deemed to Paragraph 8. Transfer Of Rights Of Recovery be the same construction project. Against Others To Us of SECTION IV—COM- MERCIAL GENERAL LIABILITY CONDITIONS a. The provisions of Limits Of Insurance is amended by the addition of the following: (SECTION III) not otherwise modified by this endorsement shall continue to apply as stipulated. CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 4 of 6 Office,Inc.,with its permission rr We waive any right of recovery we may have be- the premises, site or loca- pause of payments we make for injury or dam- tion in connection with such age arising out of your ongoing operations or operations by such insured, "your work done under a contract requiring such contractor or subcontractor. waiver with that person or organization and in- cluded in the "products-completed operations Subparagraph (b) does not hazard". apply to "bodily injury" or rr "property damage" arising However, our rights may only be waived prior to out of heat, smoke or fumes the"occurrence giving rise to the injury or dam- from a"hostile fire". age for which we make payment under this Cov- erage Part. The insured must do nothing after a (2) Any loss, cost or expense aris- ' loss to impair our rights. At our request, the in- ing out of any: sured will bring "suit" or transfer those rights to (a) Request, demand, order or us and help us enforce those rights. statutory or regulatory re- rtir N. LIMITED JOB SITE POLLUTION quirement issued or made pursuant to any environ- 1. Exclusion f. under Section I — Coverage A mental protection or envi- is replaced by the following: ronmental liability statutes or 2. Exclusions regulations that any insured test for, monitor, clean up, This insurance does not apply to: remove, contain, treat, de- f. Pollution toxify or neutralize, or in any way respond to, or assess r (1) "Bodily injury" or "property dam- the effects of, "pollutants"; age" arising out of the actual, al- or leged or threatened discharge, (b) Claim or suit by or on behalf dispersal, seepage, migration, release or escape of "pollut- of a governmental authority ants": for damages because of testing for, monitoring, (a) At or from any premises, cleaning up, removing, con- site or location on which any taining, treating, detoxifying insured or any contractors or neutralizing or in any way or subcontractors working responding to or assessing directly or indirectly on any the effects of, "pollutants". insured's behalf are per- forming operations if the However, this paragraph does operations are to test for, not apply to liability for those monitor, clean up, remove, sums the insured becomes le- contain, treat, detoxify or gally obligated to pay as dam- neutralize, or in any way re- ages because of "property dam- "' spond to, or assess the ef- age' that the insured would fects of, "pollutants"; or have in the absence of such re- quest, demand, order or statu- (b) At or from a storage tank or tory or regulatory requirement, other container, ducts or or such claim or "suit" by or on piping which is below or par- behalf of a governmental author- tially below the surface of ity. the ground or water or „ 2. With respect to bodily injury” or property which, at anytime, has been d' buried under the surface of threatenedrld discharge,of the dispersal, alleged e e, the ground or water and migration, release or escape of"pollutants": then subsequently exposed by erosion, excavation or a. The "Each Occurrence Limit" shown in es any other means if the ac- the Declarations does not apply. tual, alleged or threatened discharge, dispersal, seep- b. Paragraph 7. of Limits Of Insurance age, migration, release or (Section III)does not apply. escape of"pollutants"arises c. Paragraph 1. of Section III — Limits Of at or from any premises, site Insurance is replaced by the following: or location which any in- sured or any contractors or The Limits Of Insurance shown in this subcontractors working di- endorsement, or in the Declarations and rectly or indirectly on any in- the rules below fix the most we will pay sured's behalf are perform- regardless of the number of: ing operations if the "pollut- ants"are brought on or to (1) Insureds; r CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 5 of 6 Office,Inc.,with its permission +rr (2) Claims made or"suits"brought;or 9. Subject to 8. above, the Medical (3) Persons or organizations making Expense Limit is the most we will claims or bringing"suits". medi- cal expenses because se of for"bodily in- d. The following are added to Section III— jury" sustained by any one person Limits Of Insurance: arising out of the actual, alleged or threatened discharge, dispersal, +rr 8. Subject to 2. or 3. above, whichever seepage, migration, release or es- applies, the most we will pay for the cape of"pollutants". sum of: a. Damages under Coverage A; 0. OTHER INSURANCE and If this policy includes a Coverage Form or an Endorsement which provides coverage for loss b. Medical expenses under Cover- or damage covered by one or more of the Ex- age C tensions of this endorsement, the limit and the because of "bodily injury" or "prop- coverage provided by this limit coverage- erty damage" arising out of the ac- p Y tual, alleged or threatened dis- provided by that Coverage Form or Endorse- charge, dispersal, seepage, migra- ment.re tiints" s lease o O escape of "pollut- �■r w. err Wa CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 6 of 6 Office,Inc.,with its permission rr AaORa CERTIFICATE OF;LIABILITY INSURANCE OP ID R DATE(MMIOOIYYYY) AMERI-2 1 _08/29/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION a ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Redmond General Insurance Agcy HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Sox 847 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Redmond WA 98073-0847 Phone: 425-885-2283 Fax:425-885-6631 INSURERS AFFORDING COVERAGE NAIC9 No INSURED INSURER A: Hartford casualty lnsursnce Co 29424 INSURER B: VA*rican scone Tnsuraace Co. American gng sneering Corp. INSURER C: 4032 148th Rve NE INSURER O: Redmond WA 98052-5165 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING do 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 LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMWDD/YY E DATE MM/DWYY N UMITS em GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X X COMMERCIAL GENERAL LIABILITY 52SEADS6785 07/16/08 07116/09 PREMISES JEa oocunsnce) $300,000 CLAIMS MADE a OCCUR MED EXP(Any One person) $10,000 X WA Stop Gap Incl PERSONAL B ADV INJURY $11000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT B X ANY AUTO OICESIO1692 07/16/08 07/16/09 (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY•EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 A X OCCUR EI CLAIMSMADE 52SBADS6785 07/16/08 07/16/09 AGGREGATE $1,000,000 DEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LUMLITY E.L.EACH ACCIDENT S ANY PROPRIETOR/PARTNER/EXECUTIVE alYS OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEO S Des.describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS The City of Renton, WA and Pivetta Brothers Construction, Inc., are Additional Insured per attached form SS0008 04/05 (incl Me Primary/Non-Contributory & Waiver of Subrogation provision) , if required by written contract Or agreement. Re: Dayton Ave/Renton survey job. *10 days for non-payment. M CERTIFICATE HOLDER CANCELLATION CITYOFR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL *45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL +rr City of Renton IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 1055 S. Grady Way Renton WA 98055 REPRESENTATIVES, AUTHORIZED REPRESEN WE James T. Chambers r ' ACORD 25(2001/08) 0 ACORD CORPORATION 1988 rrI rr IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the Issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. aw am ow �.r ®w 60 M ACORD 25(2007106) V BUSINESS LIABILITY COVERAGE FORM Various provisions In this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. rr Throughout this policy the words"you" and"your" refer to the Named Insured shown in the Declarations. The words "we","us"and"our"refer to the stock insurance company member of The Hartford providing this Insurance. The word"insured"means any person or organization qualifying as such under Section C.-Who Is An Insured. r Other words and phrases that appear in quotation marks have special meaning. Refer to Section G. - Liability And Medical Expenses Definitions. A. COVERAGES (a) The "bodily injury" or "property 1. BUSINESS LIABILITY COVERAGE (BODILY damage" is caused by an INJURY, PROPERTY DAMAGE, PERSONAL "occurrence" that takes place in the AND ADVERTISING INJURY) "coverage territory"; Insuring Agreement (b) The "bodily injury" or "property a. We will a those sums that the insured damage" occurs during the policy pay period;and becomes legally obligated to pay as (c) Prior to the policy period, no insured damages because of "bodily injury", listed under Paragraph 1. of Section "property damage" or "personal and C. — Who Is An Insured and no �r advertising injury" to which this insurance applies. We will have the right and duty to "employee"authorized by you to give or receive notice of an occurrence" defend the insured against any "suit" or claim,knew that the"bodily injury" seeking those damages. However, we will or "property damage" had occurred, w have no duty to defend the insured against „ in whole or in part. If such a listed any "suit seeking damages for bodily Injury", "property damage" or "personal and insured or authorized "employee" knew, prior to the.policy period, that the "bodily injury" �r advertising injury" to which this insurance y or "property does not apply. damage" occurred, then any We may, at our discretion, investigate any continuation, change or resumption "occurrence"or offense and settle any claim of such "bodily injury" or "property or"suit"that may result. But: damage" during or after the policy (1) The amount we will pay for damages is period will be deemed to have been limited as described in Section D. - known prior to the policy period. Liability And Medical Expenses Limits (2) To "personal and advertising injury" "'r Of Insurance;and caused by an offense arising out of your (2) Our right and duty to defend ends when business, but only if the offense was we have used up the applicable limit of committed in the "coverage territory" insurance in the payment of judgments, during the policy period. settlements or medical expenses to which c. "Bodily injury" or "property damage"will be this insurance applies. deemed to have been known to have No other obligation or liability to pay sums or occurred at the earliest time when any perform acts or services is covered unless insured listed under Paragraph 1.of Section explicitly provided for under Coverage C. — Who Is An Insured or any "employee" Extension-Supplementary Payments. authorized by you to give or receive notice b. This insurance applies: of an"occurrence"or claim: (1) To "bodily injury" and "property (1) Reports all, or any part, of the "bodily damage"only if: injury" or "property damage" to us or any other insurer; Form SS 00 08 04 05 Page 1 of 24 w © 2005,The Hartford «w irr BUSINESS LIABILITY COVERAGE FORM (2) Receives a written or verbal demand or b. We will make these payments regardless of claim for damages because of the"bodily fault. These payments will not exceed the injury"or"property damage";or applicable limit of insurance. We will pay (3) Becomes aware by any other means that reasonable expenses for "bodily injury" or "property damage" has (1) First aid administered at the time of an occurred or has begun to occur, accident; d. Damages because of"bodily injury" include (2) Necessary medical, surgical, x-ray and b damages claimed g y any person or dental services, including prosthetic organization for care, loss of services or devices;and death resulting at any time from the "bodily (3) Necessary ambulance, hospital, injury". professional nursing and funeral e. Incidental Medical Malpractice services. (1) "Bodily Injury" arising out of the 3. COVERAGE EXTENSION - rendering of or failure to render SUPPLEMENTARY PAYMENTS professional health care services as a a. We will pay, with respect to any claim or physician, dentist, nurse, emergency "suit" we investigate or settle, or any "suit" medical technician or paramedic shall against an insured we defend: be deemed to be caused by an "occurrence", but only if: (1) All expenses we incur. (a) The physician, dentist, nurse, (2) Up to $1,000 for the cost of bail bonds emergency medical technician or required because of accidents or traffic paramedic is employed by you to law violations arising out of the use of provide such services;and any vehicle to which Business Liability (b) You are not engaged in the Coverage for"bodily injury"applies. We business or occupation of providing do not have to fumish these bonds. such services. (3) The cost of appeal bonds or bonds to (2) For the purpose of determining the release attachments, but only for bond limits of insurance for incidental medical amounts within the applicable limit of malpractice, any act or omission insurance. We do not have to fumish these bonds. together with all related acts or omissions in the furnishing of these (4) All reasonable expenses incurred by the services to any one person will be insured at our request to assist us in the considered one"occurrence". investigation or defense of the claim or 2. MEDICAL EXPENSES "suit", including actual loss of earnings up to $500 a day because of time off Insuring Agreement from work. a. We will pay medical expenses as described (5) All costs taxed against the insured in below for "bodily injury" caused by an the"suit". accident: (6) Prejudgment interest awarded against (1) On premises you own or rent; the insured on that part of the judgment (2) On ways next to premises you own or we pay. If we make an offer to pay the rent;or applicable limit of insurance,we will not (3) Because of your operations; pay any prejudgment interest based on provided that: that period of time after the offer. (7) All interest on the full amount of any (1) The accident takes place in the judgment that accrues after entry of the .rM "coverage territory" and during the judgment and before we have paid, policy period; offered to pay, or deposited in court the (2) The expenses are incurred and reported part of the judgment that is within the to us within three years of the date of applicable limit of insurance. the accident;and Any amounts paid under (1) through (7) (3) The injured person submits to above will not reduce the limits of insurance. examination, at our expense, by physicians of our choice as often as we reasonably require. +rr Page 2 of 24 Form SS 00 08 04 05 BUSINESS LIABILITY COVERAGE FORM b. If we defend an insured against a "suit" So long as the above conditions are met, and an indemnitee of the insured is also attorneys' fees incurred by us in the named as a party to the "suit", we will defense of that indemnitee, necessary defend that indemnitee if all of the litigation expenses incurred by us and following conditions are met: necessary litigation expenses incurred (1) The "suit" against the indemnitee by the indemnitee at our request will be seeks damages for which the insured paid as Supplementary Payments. �. has assumed the liability of the Notwithstanding the provisions of indemnitee in a contract or agreement Paragraph 1.b.(b) of Section B. — that is an"insured contract' Exclusions, such payments will not be (2) This insurance applies to such liability deemed to be damages for "bodily assumed by the insured; injury"and "property damage"and will (3) The obligation to defend,or the cost of not reduce the Limits of Insurance. the defense of, that indemnitee, has Our obligation to defend an insured's also been assumed by the insured in indemnitee and to pay for attorneys' fees the same"insured contract"; and necessary litigation expenses as (4) The allegations in the "suit" and the Supplementary Payments ends when: information we know about the (1) We have used up the applicable limit "occurrence" are such that no conflict of insurance in the payment of appears to exist between the interests judgments or settlements;or of the insured and the interest of the (2) The conditions set forth above, or the indemnitee; terms of the agreement described in (5) The indemnitee and the insured ask Paragraph(6)above,are no longer met. us to conduct and control the defense B. EXCLUSIONS rri of that indemnitee against such "suit" 1. Applicable To Business Liability Coverage and agree that we can assign the same counsel to defend the insured This insurance does not apply to: and the indemnitee;and a. Expected Or Intended Injury 60 (6) The indemnitee: (1) "Bodily injury" or "property damage" (a) Agrees in writing to: expected or intended from the (1) Cooperate with us in the standpoint of the insured. This investigation, settlement or exclusion does not apply to "bodily defense of the"suit"; injury" or "property damage" resulting from the use of reasonable force to (ii) Immediately send us copies of protect persons or property;or any demands, notices, summonses or legal papers (2) "Personal and advertising injury"arising received in connection with out of an offense committed by, at the the"suit"; direction of or with the consent or +�+ rii Notify an other insurer whose acquiescence of the insured with the (III) fY Y expectation of inflicting personal and coverage is available to the advertising injury". indemnitee;and b. Contractual Liability (iv)Cooperate with us with respect to coordinating other (1) "Bodily injury"or"property damage or applicable insurance available (2) "Personal and advertising injury" to the indemnitee;and for which the insured is obligated to pay (b) Provides us with written damages by reason of the assumption of authorization to: liability in a contract or agreement. (1) Obtain records and other This exclusion does not apply to liability information related to the for damages because of: "suit";and (a) "Bodily injury","property damage"or (11) Conduct and control the "personal and advertising injury"that defense of the indemnitee in the insured would have in the such"suit". absence of the contract or agreement;or +■. Form SS 00 08 04 05 Page 3 of 24 BUSINESS LIABILITY COVERAGE FORM (b) "Bodily injury"or"property damage" (b) Performing duties related to the assumed in a contract or agreement conduct of the insured's business,or that is an "Insured contract", (2) The spouse, child, parent, brother or provided the "bodily injury" or sister of that "employee" as a "property damage" occurs consequence of(1)above. subsequent to the execution of the This exclusion applies: contract or agreement. Solely for the purpose of liability assumed in (1) Whether the insured may be liable as an "insured contract", reasonable an employer or in any other capacity; attorneys' fees and necessary and litigation expenses incurred by or for (2) To any obligation to share damages a party other than an insured are with or repay someone else who must deemed to be damages because of pay damages because of the injury. "bodily Injury" or"property damage" This exclusion does not apply to liability .r provided; assumed by the insured under an "insured (i) Liability to such party for, or for contract". the cost of, that party's defense f. Pollution has also been assumed in the same"insured contract",and (1) "Bodily injury", "property damage" or (it) Such attorneys' fees and "personal and advertising injury" arising out of the actual, alleged or litigation expenses are for defense of that party against a threatened discharge, dispersal, a s` civil or alternative dispute seepage, migration, release or escape of"pollutants": resolution proceeding in which damages to which this (a) At or from any premises, site or rr insurance applies are alleged. location which is or was at any time owned or occupied by, or c. Liquor Liability rented or loaned to any insured. "Bodily injury" or "property damage" for However, this subparagraph does which any insured may be held liable by not apply to: reason of: (i) "Bodily injury"if sustained within (1) Causing or contributing to the a building and caused by intoxication of any person; smoke, fumes, vapor or soot (2) The furnishing of alcoholic beverages to produced by or originating from a person under the legal drinking age or equipment that is used to heat, under the influence of alcohol;or cool or dehumidify the building, rr (3) Any statute, ordinance or regulation or equipment that is used to relating to the sale, gift, distribution or heat water for personal use, by use of alcoholic beverages. the building's occupants or their guests; �r This exclusion applies only if you are in the (li) "Bodily injury" or "property business of manufacturing, distributing, damage"for which you may be selling, serving or furnishing alcoholic held liable, if you are a beverages. contractor and the owner or irr d. Workers' Compensation And Similar lessee of such premises,site or Laws location has been added to your Any obligation of the insured under a workers' compensation, disability benefits policy h respect additional 000r ongoing or unemployment corn compensation law or Y ongoing P operations performed for that any similar law, additional insured at that e. Employer's Liability premises, site or location and +�++ "Bodily injury"to; such premises, site or location (1) An "employee" of the insured arising is not and never was owned or out of and in the course of: occupied by, or rented or loaned to, any insured, other (a) Employment by the insured;or than that additional insured;or aw Page 4 of 24 Form SS 00 08 04 05 wr BUSINESS LIABILITY COVERAGE FORM (iii)"Bodily injury" or "property released as part of the damage" arising out of heat, operations being performed smoke or fumes from a by such insured, contractor or rrr "hostile fire"; subcontractor; (b) At or from any premises, site or (ii) "Bodily injury" or "property location which is or was at any damage" sustained within a time used by or for any insured or building and caused by the .ir others for the handling, storage, release of gases, fumes or disposal, processing or treatment vapors from materials brought of waste; into that building in connection (c) Which are or were at any time with operations being performed ` transported, handled, stored, by you or on your behalf by a treated, disposed of, or processed contractor or subcontractor;or as waste by or for: (Ili)"Bodily injury" or "property r (1) Any insured;or damage" arising out of heat, (11) Any person or organization for smoke or fumes from a "hostile fire"; or whom you may be legally r responsible; (a) At or from any premises, site or (d) At or from any premises, site or location on which any insured or any location on which any insured or contractors or subcontractors any contractors or subcontractors working directly or indirectly on any � working directly or indirectly on insured's behalf are performing any insured's behalf are operations if the operations are to performing operations if the test for, monitor, clean up, remove, "pollutants" are brought on or to contain, treat, detoxify or neutralize, the premises, site or location in or in any way respond to,or assess connection with such operations the effects of,"pollutants". by such insured, contractor or (2) Any loss, cost or expense arising out subcontractor. However, this of any: subparagraph does not apply to: (a) Request,demand,order or statutory (i) "Bodily injury" or "property or regulatory requirement that any damage" arising out of the insured or others test for, monitor, escape of fuels, lubricants or clean up, remove, contain, treat, other operating fluids which are detoxify or neutralize, or in any way needed to perform the normal respond to, or assess the effects of, electrical, hydraulic or "pollutants";or mechanical functions (b) Claim or suit by or on behalf of a necessary for the operation of governmental authority for "mobile equipment"or its parts, damages because of testing for, if such fuels,lubricants or other monitoring, cleaning up,removing, operating fluids escape from a containing, treating, detoxifying or vehicle part designed to hold, neutralizing, or in any way store or receive them. This responding to, or assessing the exception does not apply if the effects of,"pollutants", "bodily injury" or "property However, this paragraph does not damage" arises out of the apply to liability for damages because intentional discharge, dispersal of"property damage" that the insured or release of the fuels, would have in the absence of such lubricants or other operating request, demand, order or statutory or fluids, or if such fuels, regulatory requirement, or such claim lubricants or other operating or "suit" by or on behalf of a fluids are brought on or to the govemmental authority. premises, site or location with the intent that they be discharged, dispersed or rr Form SS 00 08 04 05 Page 5 of 24 rr BUSINESS LIABILITY COVERAGE FORM g. Aircraft,Auto Or Watercraft (2) The use of "mobile equipment" in, or "Bodily injury" or "property damage" arising while in practice or preparation for, a out of the ownership, maintenance, use or prearranged racing, speed or entrustment to others of any aircraft, "auto" demolition contest or in any stunting or watercraft owned or operated by or rented activity. or loaned to any insured. Use includes I. War operation and"loading or unloading". "Bodily injury", "property damage" or This exclusion applies even if the claims "personal and advertising injury', however against any insured allege negligence or caused,arising,directly or indirectly,out of: other wrongdoing in the supervision, hiring, (1) War, including undeclared or civil war; employment, training or monitoring of others by that insured, if the "occurrence" which (2) Warlike action by a military force, caused the "bodily injury" or "property including action in hindering or damage" involved the ownership, defending against an actual or maintenance, use or entrustment to others of expected attack, by any government, any aircraft, "auto" or watercraft that is sovereign or other authority using owned or operated by or rented or loaned to military personnel or other agents;or any insured. (3) Insurrection, rebellion, revolution, This exclusion does not apply to: usurped power, or action taken by (1) A watercraft while ashore on premises governmental authority In hindering or you own or rent; defending against any of these. (2) A watercraft you do not own that is: j. Professional Services "Bodily injury", "property damage" or (a) Less than 51 feet long; and "personal and advertising injury" arising (b) Not being used to carry persons out of the rendering of or failure to render for a charge; any professional service. This includes is not limited to: (3) Parking an "auto" on, or an the ways but , next to, premises you own or rent, (1) Legal, accounting or advertising am provided the "auto"is not owned by or services; rented or loaned to you or the insured; (2) Preparing, approving, or failing to (4) Liability assumed under any "insured prepare or approve maps, shop contract" for the ownership, drawings, opinions, reports, surveys, maintenance or use of aircraft or field orders, change orders, designs or watercraft; drawings and specifications; (5) "Bodily injury" or "property damage" (3) Supervisory, inspection, architectural arising out of the operation of any of or engineering activities; the equipment listed in Paragraph f.(2) (4) Medical, surgical, dental, x-ray or or f.(3) of the definition of "mobile nursing services treatment, advice or equipment';or instruction; r (6) An aircraft that is not owned by any (5) Any health or therapeutic service insured and is hired,chartered or loaned treatment,advice or instruction; with a paid crew. However, this exception does not apply if the insured (6) Any service, treatment, advice or +� instruction for the purpose of has any other insurance for such "bodily Injury" or "property damage", whether appearance or skin enhancement, hair removal or replacement or personal the other insurance is primary, excess, contingent or on any other basis. grooming; h. Mobile Equipment (7) Optical or hearing aid services including the prescribing, preparation, "Bodily injury" or "property damage" fitting, demonstration or distribution of arising out of: ophthalmic lenses and similar (1) The transportation of"mobile equipment" products or hearing aid devices; by an "auto" owned or operated by or rented or loaned to any insured;or rr Page 6 of 24 Form SS 00 08 04 05 rw BUSINESS LIABILITY COVERAGE FORM (8) Optometry or optometric services Paragraphs (1), (3) and (4) of this including but not limited to examination exclusion do not apply to "property of the eyes and the prescribing, damage" (other than damage by fire) to preparation, fitting,demonstration or premises, including the contents of such distribution of ophthalmic lenses and premises,rented to you for a period of 7 or similar products; fewer consecutive days. A separate Limit (9) Any: of Insurance applies to Damage To A,,, Premises Rented To You as described in (a) Body piercing (not including ear piercing); Section D.-Limits Of Insurance. (b) Tattooing, including but not limited Paragraph (2) of this exclusion does not apply If the premises are "your work" and ar to the insertion of pigments into or under the skin;and were never occupied, rented or held for rental by you. (c) Similar services; Paragraphs(3)and(4)of this exclusion do r� (10) Services in the practice of pharmacy; not apply to the use of elevators. and Paragraphs (3), (4), (5) and (6) of this (11) Computer consulting, design or exclusion do not apply to liability assumed programming services, including web under a sidetrack agreement. site design. Paragraphs(3)and(4)of this exclusion do Paragraphs(4)and (5)of this exclusion do not apply to "property damage" to not apply to the Incidental Medical borrowed equipment while not being used Malpractice coverage afforded under to perform operations at a job site. Paragraph 1.e.in Section A.-Coverages. Paragraph (6) of this exclusion does not k. Damage To Property apply to "property damage"included in the "Property damage"to: "products-completed operations hazard". (1) Property you own, rent or occupy, 1. Damage To Your Product including any costs or expenses "Property damage" to "your product' incurred by you, or any other person, arising out of it or any part of it. organization or entity, for repair, m. Damage To Your Work replacement, enhancement, restoration or maintenance of such "Property damage" to "your work" arising property for any reason, including out of it or any part of it and included in the `r•' prevention of injury to a person or "products-completed operations hazard". damage to another's property; This exclusion does not apply if the (2) Premises you sell, give away or damaged work or the work out of which abandon,if the"properly damage"arises the damage arises was performed on your out of any part of those premises; behalf by a subcontractor. (3) Property loaned to you; n. Damage To Impaired Property Or 00 (4) Personal property in the care, custody Property Not Physically Injured or control of the insured; "Property damage" to "impaired property" (5) That particular part of real property on or property that has not been physically which you or any contractors or injured,arising out of: ON subcontractors working directly or (1) A defect, deficiency, inadequacy or indirectly on your behalf are performing dangerous condition in "your product" operations, if the "property damage" or"your work";or arises out of those operations;or (2) A delay or failure by you or anyone (6) That particular part of any property acting on your behalf to perform a that must be restored, repaired or contract or agreement in accordance replaced because "your work" was with its terms. incorrectly performed on it. This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to rir "your product" or "your work" after it has been put to its intended use. to Form SS 00 08 04 05 Page 7 of 24 r BUSINESS LIABILITY COVERAGE FORM o. Recall Of Products, Work Or Impaired (c) Title of any literary or artistic work; Property (8) Arising out of an offense committed by Damages claimed for any loss, cost or an insured whose business is: expense incurred by you or others for the (a) Advertising, broadcasting, loss of use, withdrawal, recall, inspection, publishing or telecasting; repair, replacement, adjustment, removal (b) Designing or determining content or disposal of: of web sites for others;or (1) "Your product"; (c) An Internet search, access, (2) "Your work';or content or service provider. (3) "Impaired property'; However, this exclusion does not if such product, work or property is apply to Paragraphs a., b. and c. withdrawn or recalled from the market or under the definition of "personal and from use by any person or organization advertising injury" in Section G. — because of a known or suspected defect, Liability And Medical Expenses deficiency, Inadequacy or dangerous Definitions. condition in it. For the purposes of this exclusion, p. Personal And Advertising Injury placing an "advertisement" for or "Personal and advertising injury": linking to others on your web site, by (1) Arising out of oral,written or electronic itself, is not considered the business publication of material, if done by or at of advertising, broadcasting, the direction of the insured with publishing or telecasting; knowledge of its falsity; (9) Arising out of an electronic chat room (2) Arising out of oral,written or electronic or bulletin board the insured hosts, publication of material whose first owns, or over which the insured publication took place before the exercises control; beginning of the policy period; (10) Arising out of the unauthorized use of (3) Arising out of a criminal act committed another's name or product in your e-mail r by or at the direction of the insured; address, domain name or metatags, or any other similar tactics to mislead (4) Arising out of any breach of contract, another's potential customers; except an implied contract to use (11) Arising out of the violation of a another's "advertising idea" in your "advertisement"; person's right of privacy created by (5) Arising out of the failure of goods, any state or federal act. products or services to conform with However, this exclusion does not any statement of quality or apply to liability for damages that the performance made in your insured would have in the absence of "advertisement"; such state or federal act; (6) Arising out of the wrong description of (12) Arising out of: rr the price of goods,products or services; (a) An "advertisement" for others on (7) Arising out of any violation of any your web site; intellectual property rights such as (b) Placing a link to a web site of copyright, patent, trademark, trade others on your web site; name, trade secret, service mark or (c) Content from a web site of others other designation of origin or displayed within a frame or border authenticity. on your web site. Content Includes information, code, sounds, text, However, this exclusion does not apply to infringement, in your graphics or images;or "advertisement",of (d) Computer code, software or (a) Copyright; programming used to enable: (b) Slogan, unless the slogan is also (1) Your web site;or a trademark, trade name, service (ii) The presentation or functionality mark or other designation of origin of an "advertisement" or other or authenticity;or content on your web site; w Page 8 of 24 Form SS 00 08 04 05 BUSINESS LIABILITY COVERAGE FORM (13) Arising out of a violation of any anti- (a) May be awarded or incurred by trust law; reason of any claim or suit (14) Arising out of the fluctuation in price or alleging actual or threatened injury value of any stocks, bonds or other or damage of any nature or kind to securities;or persons or property which would (1 not have occurred in whole or In 5) Arising out of discrimination or humiliation committed by or at the part but for the"asbestos hazard"; direction of any "executive officer", (b) Arise out of any request, demand, director, stockholder, partner or order or statutory or regulatory member of the insured. requirement that any insured or Electronic Data others test for, monitor, clean up, q' remove, encapsulate, contain, Damages arising out of the loss of, loss of treat, detoxify or neutralize or in use of, damage to, corruption of, inability any way respond to or assess the to access, or inability to manipulate effects of an"asbestos hazard";or "electronic data". (c) Arise out of any claim or suit for r. Employment-Related Practices damages because of testing for, "Bodily injury"or"personal and advertising monitoring, deaning up, removing, injury"to: encapsulating, containing, treating, (1) A person arising out of any: detoxifying or neutralizing or in any way responding to or assessing the (a) Refusal to employ that person; effects of an"asbestos hazard". �r (b) Termination of that person's t. Violation Of Statutes That Govern E. employment;or Mails, Fax, Phone Calls Or Other (c) Employment-related practices, Methods Of Sending Material Or policies, acts or omissions, such as Information coercion, demotion, evaluation, "Bodily injury", "property damage", or reassignment, discipline, "personal and advertising Injury" arising defamation, harassment, humiliation directly or indirectly out of any action or r" or discrimination directed at that omission that violates or is alleged to person;or violate: (2) The spouse, child, parent, brother or (1) The Telephone Consumer Protection .. sister of that person as a Act(TCPA), including any amendment consequence of "bodily Injury" or of or addition to such law; personal and advertising injury"to the (2) The CAN-SPAM Act of 2003,including person at whom any of the any amendment of or addition to such employment-related practices described in Paragraphs(a),(b),or(c) law; or above is directed. (3) Any statute, ordinance or regulation, This exclusion applies: other than the TCPA or CAN-SPAM Act of 2003, that prohibits or limits the (1) Whether the insured may be liable as sending, transmitting, communicating or an employer or in any other capacity; distribution of material or information. and Damage To Premises Rented To You — (2) To any obligation to share damages Exception For Damage By Fire, Lightning with or repay someone else who must or Explosion pay damages because of the injury. Exclusions c. through h.and k.through o. do r s. Asbestos not apply to damage by fire, lightning or (1) "Bodily injury", "property damage" or explosion to premises rented to you or "personal and advertising injury" temporarily occupied by you with permission of r arising out of the"asbestos hazard". the owner. A separate Limit of Insurance (2) Any damages, judgments, settlements, applies to this coverage as described in loss,costs or expenses that: Section D. - Liability And Medical Expenses Limits Of Insurance. ,wr ..r Form SS 00 08 04 05 Page 9 of 24 +r BUSINESS LIABILITY COVERAGE FORM 2. Applicable To Medical Expenses Coverage e. A trust, you are an insured. Your trustees We will not pay expenses for"bodily injury": are also insureds, but only with respect to a. Any Insured their duties as trustees. wr To any insured,except"volunteer workers". 2. Each of the following is also an insured: b. Hired Person a. Employees And Volunteer Workers To a person hired to do work for or on behalf Your "volunteer workers" only while rr of any insured or a tenant of any insured. performing duties related to the conduct of your business, or your"employees", other c. Injury On Normally Occupied Premises than either your"executive officers" (if you To a person injured on that part of are an organization other than a premises you own or rent that the person partnership,joint venture or limited liability normally occupies. company) or your managers (if you are a d. Workers' Compensation And Similar limited liability company), but only for acts Laws within the scope of their employment by To a person, whether or not an you or while performing duties related to "employee" of any insured, if benefits for the conduct of your business. the "bodily injury" are payable or must be However, none of these "employees" or tiwr provided under a workers' compensation "volunteer workers"are insureds for: or disability benefits law or a similar law. (1) "Bodily injury" or "personal and e. Athletics Activities advertising injury": To a person injured while practicing, (a) To you, to your partners or instructing or participating in any physical members (if you are a partnership exercises or games, sports or athletic or joint venture), to your members contests. (if you are a limited liability f. Products-Completed Operations Hazard company), or to a co-"employee" while in the course of his or her Included with the "products-completed employment or performing duties operations hazard". related to the conduct of your r g. Business Liability Exclusions business, or to your other Excluded under Business Liability Coverage. "volunteer workers" while performing duties related to the C. WHO IS AN INSURED conduct of your business; .r. 1. If you are designated in the Declarations as: (b) To the spouse, child, parent, a. An individual, you and your spouse are brother or sister of that co- insureds, but only with respect to the ""employee" or that "volunteer conduct of a business of which you are the worker" as a consequence of sole owner. Paragraph(1)(a)above; b. A partnership or joint venture, you are an (c) For which there is any obligation insured. Your members, your partners,and to share damages with or repay their spouses are also insureds,but only with someone else who must pay respect to the conduct of your business. damages because of the injury c. A limited liability company, you are an described in Paragraphs (1)(a) or insured. Your members are also insureds, (b)above;or but only with respect to the conduct of your (d) Arising out of his or her providing business. Your managers are insureds,but or failing to provide professional rr only with respect to their duties as your health care services. managers. If you are not in the business of d. An organization other than a partnership, providing professional health care joint venture or limited liability company,you services, Paragraph (d) does not apply rr are an insured. Your"executive officers"and to any nurse, emergency medical directors are insureds, but only with respect technician or paramedic employed by to their duties as your officers or directors, you to provide such services. Your stockholders are also insureds,but only (2) "Property damage"to property: r� with respect to their liability as stockholders. (a) Owned,occupied or used by, +w Page 10 of 24 Form SS 00 08 04 05 r BUSINESS LIABILITY COVERAGE FORM (b) Rented to, in the care, custody or b. Coverage under this provision does not control of, or over which physical apply to: control is being exercised for any (1) "Bodily injury" or "property damage" purpose by you, any of your that occurred;or "employees", "volunteer workers", (2) "Personal and advertising injury" any partner or member(if you are a partnership or joint venture), or arising out of an offense committed any member (if you are a limited before you acquired or formed the liability company). organization. b. Real Estate Manager 4. Operator Of Mobile Equipment Any person(other than your"employee"or With respect to"mobile equipment' registered in �r "volunteer worker"), or any organization your name under any motor vehicle registration while acting as your real estate manager. law, any person is an insured while driving such c. Temporary Custodians Of Your equipment along a public highway with your + Property permission. Any other person or organization Any person or organization having proper responsible for the conduct of such person is temporary custody of your property if you also an insured, but only with respect to liability die,but only: arising out of the operation of the equipment,and only if no other insurance of any kind is available (1) With respect to liability arising out of the to that person or organization for this liability. maintenance or use of that property;and However,no person or organization is an insured (2) Until your legal representative has with respect to: �r been appointed. a. "Bodily injury" to a co-"employee" of the d. Legal Representative If You Die person driving the equipment;or Your legal representative if you die, but b. "Property damage" to property owned by, only with respect to duties as such. That rented to, in the charge of or occupied by representative will have all your rights and you or the employer of any person who is duties under this Insurance. an insured under this provision. �.r e. Unnamed Subsidiary 5. Operator of Nonowned Watercraft Any subsidiary and subsidiary thereof, of With respect to watercraft you do not own that yours which is a legally incorporated entity is less than 51 feet long and is not being used of which you own a financial interest of to cant'persons for a charge,any person is an more than 50% of the voting stock on the insured while operating such watercraft with effective date of this Coverage Part. your permission. Any other person or The insurance afforded herein for any organization responsible for the conduct of r. subsidiary not shown in the Declarations such person is also an insured, but only with as a named insured does not apply to respect to liability arising out of the operation of the watercraft, and only if no other injury or damage with respect to which an insured under this insurance is also an insurance of any kind is available to that insured under another policy or would be person or organization for this liability. an insured under such policy but for its However, no person or organization is an termination or upon the exhaustion of its insured with respect to: limits of insurance. a. "Bodily injury" to a co-"employee" of the 3. Newly Acquired Or Formed Organization person operating the watercraft;or Any organization you newly acquire or form, b. "Property damage" to property owned by, other than a partnership, joint venture or rented to, in the charge of or occupied by limited liability company, and over which you you or the employer of any person who is maintain financial Interest of more than 50%of an insured under this provision. the voting stock, will qualify as a Named 6. Additional Insureds When Required By Insured if there is no other similar insurance Written Contract, Written Agreement Or available to that organization. However: Permit a. Coverage under this provision is afforded The person(s) or organization(s) identified in only until the 180th day after you acquire Paragraphs a. through f. below are additional or form the organization or the end of the Insureds when you have agreed, in a written policy period,whichever is earlier; and irr Form SS 00 08 04 05 Page 11 of 24 ww ' BUSINESS LIABILITY COVERAGE FORM contract, written agreement or because of a (e) Any failure to make such permit issued by a state or political inspections, adjustments, tests or subdivision, that such person or organization servicing as the vendor has �. be added as an additional insured on your agreed to make or normally policy, provided the injury or damage occurs undertakes to make in the usual subsequent to the execution of the contract or course of business, in connection agreement,or the issuance of the permit. with the distribution or sale of the 6+ A person or organization is an additional products; insured under this provision only for that (f) Demonstration, installation, period of time required by the contract, servicing or repair operations, agreement or permit, except such operations performed es However, no such person or organization is an at the vendor's premises in connection with the sale of the additional insured under this provision if such product; person or organization is included as an Wrr additional insured by an endorsement issued (g) Products which, after distribution by us and made a part of this Coverage Part, or sale by you, have been labeled including all persons or organizations added or relabeled or used as a as additional insureds under the specific container, part or ingredient of any additional insured coverage grants in Section other thing or substance by or for F.—Optional Additional Insured Coverages. the vendor;or a. Vendors (h) "Bodily injury" or "property Any person(s)or organization damage" arising out of the sole s) (referred to negligence of the vendor for its below as vendor), but only with respect to own acts or omissions or those of "bodily injury" or "property damage" arising its employees or anyone else out of "your products" which are distributed or sold in the regular course of the vendor's acting on its behalf. However,this business and only if this Coverage Part exclusion does not apply to: provides coverage for "bodily injury" or (1) The exceptions contained in w "property damage" Included within the Subparagraphs(d)or(f);or "products-completed operations hazard". (it) Such inspections, adjustments, (1) The insurance afforded to the vendor tests or servicing as the vendor is subject to the following additional has agreed to make or normally exclusions: undertakes to make in the usual This insurance does not apply to: course of business, in connection with the distribution (a) "Bodily injury" or "property or sale of the products. w� damage" for which the vendor is (2) This insurance does not apply to any obligated to pay damages by insured person or organization from reason of the assumption of whom you have acquired such products, liability in a contract or agreement, or any ingredient, part or container, This exclusion does not apply to entering into, accompanying or liability for damages that the containing such products. vendor would have in the absence of the contract or agreement; b. Lessors Of Equipment rw person or b) Any express warranty (1) Any organization from P g unauthorized by you; whom you lease equipment; but only with respect to their liability for"bodily �.r (c) Any physical or chemical change injury", "property damage" or in the product made intentionally by the vendor; "personal and advertising injury" d Repackaging, exce t when caused, in whole or in part, by your ( ) P maintenance, operation or use of irr unpacked solely for the purpose of equipment leased to you by such inspection, demonstration, testing, person or organization, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; Page 12 of 24 Form SS 00 08 04 05 r rr ' BUSINESS LIABILITY COVERAGE FORM (2) With respect to the insurance afforded e. Permits Issued By State Or Political to these additional insureds, this Subdivisions insurance does not apply to any (1) Any state or political subdivision, but "occurrence" which takes place after only with respect to operations you cease to lease that equipment. performed by you or on your behalf for c. Lessors Of Land Or Premises which the state or political subdivision (1) Any person or organization from has issued a permit. whom you lease land or premises, but (2) With respect to the insurance afforded only with respect to liability arising out to these additional insureds, this of the ownership, maintenance or use insurance does not apply to: of that part of the land or premises (a) "Bodily injury", "property damage" leased to you. or "personal and advertising (2) With respect to the insurance afforded injury" arising out of operations to these additional insureds, this performed for the state or insurance does not apply to: municipality;or (a) Any "occurrence" which takes (b) "Bodily injury" or"property damage" place after you cease to lease that included within the "products- land or be a tenant in that completed operations hazard". premises;or f. Any Other Party (b) Structural alterations, new (1) Any other person or organization who er construction or demolition is not an insured under Paragraphs a. operations performed by or on through e_ above, but only with behalf of such person or respect to liability for "bodily injury", organization. "property damage" or "personal and d. Architects, Engineers Or Surveyors advertising injury" caused, in whole or (1) Any architect, engineer, or surveyor, but In part, by your acts or omissions or only with respect to liability for "bodily the acts or omissions of those acting injury", "property damage" or "personal on your behalf: and advertising Injury" caused, in whole (a) In the performance of your or in part, by your acts or omissions or ongoing operations; the acts or omissions of those acting on (b) In connection with your premises your behalf: owned by or rented to you;or (a) In connection with your premises; (c) In connection with"your work"and or included within the "products- , (b) In the performance of your completed operations hazard", but ongoing operations performed by only if you or on your behalf. (i) The written contract or written (2) With respect to the insurance afforded agreement requires you to to these additional insureds, the provide such coverage to following additional exclusion applies: such additional insured;and This insurance does not apply to (ii) This Coverage Part provides "bodily injury", "property damage" or coverage for "bodily injury" or "personal and advertising injury" "property damage" included arising out of the rendering of or the within the "products- failure to render any professional completed operations hazard". .rr services by or for you,including: (2) With respect to the insurance afforded (a) The preparing, approving, or to these additional insureds, this failure to prepare or approve, insurance does not apply to: �r maps, shop drawings, opinions, "Bodily injury", "property damage" or reports, surveys, field orders, "personal and advertising injury" change orders, designs or arising out of the rendering of, or the drawings and specifications;or failure to render, any professional r (b) Supervisory, inspection, architectural, engineering or surveying architectural or engineering services,including: activities. Form SS 00 08 04 05 Page 13 of 24 +r BUSINESS LIABILITY COVERAGE FORM (a) The preparing, approving, or This General Aggregate limit does not failure to prepare or approve, apply to "property damage" to premises maps, shop drawings, opinions, while rented to you or temporarily reports, surveys, field orders, occupied by you with permission of the change orders, designs or owner, arising out of fire, lightning or drawings and specifications;or explosion. (b) Supervisory, inspection, 3. Each Occurrence Limit r architectural or engineering Subject to 2.a. or 2.b above, whichever activities, applies, the most we will pay for the sum of all The limits of insurance that apply to additional damages because of all "bodily injury", insureds are described in Section D. — Limits "property damage" and medical expenses Of Insurance. arising out of any one "occurrence" is the How this insurance applies when other Liability and Medical Expenses Limit shown in insurance is available to an additional insured the Declarations. is described in the Other Insurance Condition The most we will pay for all medical expenses in Section E.—Liability And Medical Expenses because of "bodily injury" sustained by any General Conditions. one person is the Medical Expenses Limit No person or organization is an insured with shown in the Declarations. respect to the conduct of any current or past 4. Personal And Advertising Injury Limit partnership, joint venture or limited liability Subject to 2.b.above, the most we will pay for company that is not shown as a Named Insured in the sum of all damages because of all r the Declarations. "personal and advertising injury" sustained by D. LIABILITY AND MEDICAL EXPENSES any one person or organization is the Personal LIMITS OF INSURANCE and Advertising Injury Limit shown in the 1. The Most We Will Pay Declarations. The Limits of Insurance shown in the S. Damage To Premises Rented To You Limit Declarations and the rules below fix the most The Damage To Premises Rented To You we will pay regardless of the number of: Limit is the most we will pay under Business a. Insureds; Liability Coverage for damages because of property damage to any one premises, while b. Claims made or"suits"brought;or rented to you,or in the case of damage by fire, d„ c. Persons or organizations making claims or lightning or explosion, while rented to you or bringing"suits". temporarily occupied by you with permission of 2. Aggregate Limits the owner. .. The most we will pay for: In the case of damage by fire, lightning or a. Damages because of "bodily " explosion,the Damage to Premises Rented To g y injury and You Limit applies to all damage proximately "property damage" included in the caused by the same event, whether such "products-completed operations hazard"is damage results from fire,lightning or explosion the Products-Completed Operations or any combination of these" Aggregate Limit shown in the 6. How Limits Apply To Additional Insureds Declarations. b. Damages because of all other "bodily The most we will pay on behalf of a person or Injury", "property damage" or "personal organization who is an additional insured and advertising injury", including medical under this Coverage Part is the lesser of: expenses, is the General Aggregate Limit a. The limits of insurance specified in a rr. shown in the Declarations. written contract, written agreement or This General Aggregate Limit applies permit issued by a state or political separately to each of your "locations" subdivision;or owned by or rented to you. b. The Limits of Insurance shown in the r. "Location" means premises involving the Declarations. same or connecting lots, or premises Such amount shall be a part of and not in whose connection is interrupted only by a addition to the Limits of Insurance shown in street, roadway or right-of-way of a the Declarations and described in this Section. railroad. +rw Page 14 of 24 Form SS 00 08 04 05 .r. am ' BUSINESS LIABILITY COVERAGE FORM If more than one limit of insurance under this (1) Immediately send us copies of any policy and any endorsements attached thereto demands, notices, summonses or applies to any claim or"suit", the most we will pay legal papers received in connection under this policy and the endorsements is the with the claim or"suit'; single highest limit of liability of all coverages (2) Authorize us to obtain records and applicable to such claim or "suit". However, this other information; paragraph does not apply to the Medical Expenses limit set forth in Paragraph 3.above. (3) Cooperate with us in the investigation, settlement of the claim or defense The Limits of Insurance of this Coverage Part apply against the"suit";and separately to each consecutive annual period and to any remaining period of less than 12 months,starting (4) Assist us, upon our request, in the enforcement of any right against any with the beginning of the policy period shown in the Declarations, unless the policy period is extended person or organization that may be after issuance for an additional period of less than 12 liable the insured because of injury months. In that case, the additional period will be or damage which this insurance .� deemed part of the last preceding period for purposes may also apply . of determining the Limits of Insurance. d. Obligations At The Insured's Own Cost E. LIABILITY AND MEDICAL EXPENSES No insured will, except at that insured's own GENERAL CONDITIONS cost, voluntarily make a payment, assume any obligation, or incur any expense, other 1. Bankruptcy than for first aid,without our consent. Bankruptcy or insolvency of the insured or of e. Additional Insured's Other Insurance the insured's estate will not relieve us of our " If we cover a claim or "suit under this obligations under this Coverage Part. Coverage Part that may also be covered 2. Duties In The Event Of Occurrence, by other insurance available to an +rr Offense,Claim Or Suit additional insured, such additional insured a. Notice Of Occurrence Or Offense must submit such claim or "suit" to the other insurer for defense and indemnity. You or any additional insured must see to it that we are notified as soon as However, this provision does not apply to practicable of an "occurrence" or an the extent that you have agreed in a ' written contract, written agreement or offense which may result in a claim, To permit that this insurance is primary and the extent possible,notice should include: non-contributory with the additional (1) How,when and where the"occurrence" insured's own insurance. or offense took place; f. Knowledge Of An Occurrence, Offense, (2) The names and addresses of any Claim Or Suit r. injured persons and witnesses;and Paragraphs a. and b. apply to you or to (3) The nature and location of any injury any additional insured only when such or damage arising out of the "occurrence", offense, claim or "suit" is "occurrence"or offense. known to: b. Notice Of Claim (1) You or any additional insured that is If a claim is made or "suit" is brought an individual; against any insured, you or any additional (2) Any partner, if you or an additional insured must: insured is a partnership; (1) Immediately record the specifics of the claim or "suit" and the date received; (3) Any manager, if you or an additional „r and insured is a limited liability company; (2) Notify us as soon as practicable. (4) Any "executive officer" or insurance manager, if you or an additional You or any additional insured must see to insured is a corporation; it that we receive a written notice of the S ( ) Any trustee, if you or an additional claim or"suit"as soon as practicable. insured is a trust;or c. Assistance And Cooperation Of The Insured (6) Any elected or appointed official, if you �r or an additional insured is a political You and any other involved insured must: subdivision or public entity. ++• Form SS 00 08 04 05 Page 15 of 24 rr aw BUSINESS LIABILITY COVERAGE FORM This Paragraph f. applies separately to (3) We have issued this policy in reliance you and any additional insured. upon your representations. 3. Financial Responsibility Laws b. Unintentional Failure To Disclose wn a. When this policy is certified as proof of Hazards financial responsibility for the future under If unintentionally you should fail to disclose the provisions of any motor vehicle all hazards relating to the conduct of your financial responsibility law, the insurance business at the inception date of this provided by the policy for "bodily injury" Coverage Part, we shall not deny any liability and "property damage" liability will coverage under this Coverage Part comply with the provisions of the law to because of such failure. the extent of the coverage and limits of 7. Other Insurance insurance required by that law. If other valid and collectible insurance is b. With respect to "mobile equipment" to available for a loss we cover under this which this insurance applies, we will Coverage Part, our obligations are limited as ++�+ provide any liability, uninsured motorists, follows: underinsured motorists, no-fault or other coverage required by any motor vehicle a. Primary Insurance law. We will provide the required limits for This insurance is primary except when b. r" those coverages. below applies. If other insurance is also 4. Legal Action Against Us primary, we will share with all that other No person or organization has a right under insurance by the method described in c. this Coverage Form: below. a. To join us as a party or otherwise bring us b. Excess Insurance Into a "suit" asking for damages from an This insurance is excess over any of the insured; or other insurance, whether primary, excess, b. To sue us on this Coverage Form unless contingent or on any other basis: all of its terms have been fully complied (1) Your Work with. That is Fire, Extended Coverage, A person or organization may sue us to recover Builder's Risk, Installation Risk or on an agreed settlement or on a final judgment similar coverage for"your work"; against an insured; but we will not be liable for (2) Premises Rented To You damages that are not payable under the terms of this insurance or that are in excess of the That is fire, lightning or explosion applicable limit of insurance. An agreed insurance for premises rented to you settlement means a settlement and release of or temporarily occupied by you with er permission of the owner; liability signed by us, the insured and the claimant or the claimant's legal representative. (3) Tenant Liability 5. Separation Of Insureds That is insurance purchased by you to Except with respect to the Limits of Insurance, cover your liability as a tenant for and any rights or duties specifically assigned "property damage"to premises rented to you or temporarily occupied by you in this policy to the first Named Insured, this insurance applies: with permission of the owner; a. As if each Named Insured were the only (4) Aircraft,Auto Or Watercraft Named Insured;and If the loss arises out of the maintenance b. Separately to each insured against whom or use of aircraft,"autos"or watercraft to .r a claim is made or"suit"is brought. the extent not subject to Exclusion g. of 6. Representations Section A.—Coverages. (5) Property Damage To Borrowed a. When You Accept This Policy Equipment Or Use Of Elevators err By accepting this policy, you agree: If the loss arises out of "property (1) The statements in the Declarations damage" to borrowed equipment or are accurate and complete; the use of elevators to the extent not (2) Those statements are based upon subject to Exclusion k. of Section A.— representations you made to us;and Coverages. +.. Page 16 of 24 Form SS 00 08 04 05 r BUSINESS LIABILITY COVERAGE FORM (6) When You Are Added As An When this Insurance is excess over other Additional Insured To Other insurance, we will pay only our share of Insurance the amount of the loss, if any, that That is other insurance available to exceeds the sum of: you covering liability for damages (1) The total amount that all such other arising out of the premises or insurance would pay for the loss in the operations,or products and completed absence of this insurance;and operations, for which you have been (2) The total of all deductible and self- added as an additional insured by that insured amounts under all that other insurance;or insurance. (7) When You Add Others As An We will share the remaining loss,if any,with Additional Insured To This any other insurance that is not described in Insurance this Excess Insurance provision and was not That is other insurance available to an bought specifically to apply in excess of the additional insured. Limits of Insurance shown in the However, the following provisions Declarations of this Coverage Part. apply to other insurance available to c. Method Of Sharing any person or organization who is an If all the other insurance permits additional insured under this Coverage contribution by equal shares,we will follow Part' this method also. Under this approach, (a) Primary Insurance When each insurer contributes equal amounts Required By Contract until it has paid its applicable limit of This insurance is primary if you Insurance or none of the loss remains, have agreed in a written contract, whichever comes first. r. written agreement or permit that If any of the other insurance does not permit this insurance be primary. If other contribution by equal shares, we will insurance is also primary, we will contribute by limits. Under this method,each share with all that other insurance insurer's share Is based on the ratio of its rr by the method described in c. applicable limit of insurance to the total below. applicable limits of insurance of all insurers. (b) Primary And Non-Contributory 8. Transfer Of Rights Of Recovery Against To Other Insurance When Others To Us Required By Contract a. Transfer Of Rights Of Recovery If you have agreed in a written If the insured has rights to recover all or contract, written agreement or p Part of any payment, including permit that this insurance is , Supplementary Payments, we have made primary and non-contributory with under this Coverage Part, those rights are the additional Insured's own transferred to us. The insured must do insurance, this insurance is � primary and we will not seek nothing after loss to impair them. At our request, the insured will bring "suit" or contribution from that other transfer those rights to us and help us insurance. enforce them. This condition does not Paragraphs(a)and (b)do not apply to apply to Medical Expenses Coverage. other insurance to which the additional b. Waiver Of Rights Of Recovery (Waiver insured has been added as an Of Subrogation) additional insured. r.r If the insured has waived any rights of When this insurance is excess, we will recovery against any person or have no duty under this Coverage Part to defend the insured against any"suit"if any organization for all or part of any payment, including Supplementary Payments, we „■ other insurer has a duty to defend the have made under this Coverage Part, we insured against that "suit". If no other also waive that right, provided the insured insurer defends, we will undertake to do waived their rights of recovery against so, but we will be entitled to the insured's such person or organization in a contract, rights against all those other insurers, agreement or permit that was executed prior to the injury or damage. rr Form SS 00 08 04 05 Page 17 of 24 rr - err ' BUSINESS LIABILITY COVERAGE FORM F. OPTIONAL. ADDITIONAL INSURED 3. Additional Insured-Grantor Of Franchise COVERAGES WHO IS AN INSURED under Section C. is If listed or shown as applicable in the Declarations, amended to include as an additional insured ' one or more of the following Optional Additional the person(s) or organization(s) shown in the Insured Coverages also apply. When any of these Declarations as an Additional Insured - Optional Additional Insured Coverages apply, Grantor Of Franchise, but only with respect to Paragraph 6. (Additional Insureds When Required their liability as grantor of franchise to you. by Written Contract, Written Agreement or Permit) 4. Additional Insured - Lessor Of Leased of Section C., Who Is An Insured, does not apply Equipment to the person or organization shown in the a. WHO IS AN INSURED under Section C.is Declarations. These coverages are subject to the amended to include as an additional terms and conditions applicable to Business insured the person(s) or organization(s) Liability Coverage in this policy, except as shown in the Declarations as an Additional provided below: Insured — Lessor of Leased Equipment, '•' 1. Additional Insured - Designated Person Or but only with respect to liability for"bodily Organization injury", "property damage" or "personal WHO IS AN INSURED under Section C. is and advertising Injury"caused, in whole or w amended to include as an additional insured in part, by your maintenance, operation or the person(s) or organization(s) shown in the use of equipment leased to you by such Declarations, but only with respect to liability person(s)or organization(s). for "bodily injury", "property damage" or b. With respect to the insurance afforded to w+++ "personal and advertising injury" caused, in these additional insureds, this insurance whole or in part, by your acts or omissions or does not apply to any "occurrence" which the acts or omissions of those acting on your takes place after you cease to lease that behalf: equipment. ,w a. In the performance of your ongoing 5. Additional Insured - Owners Or Other operations; or Interests From Whom Land Has Been b. In connection with your premises owned Leased by or rented to you. a. WHO IS AN INSURED under Section C.is 2. Additional Insured - Managers Or Lessors amended to include as an additional Of Premises insured the person(s) or organization(s) a. WHO IS AN INSURED under Section C. is shown in the Declarations as an Additional r Insured —Owners Or Other Interests From amended to include as an additional insured Whom Land Has Been Leased, but only the person(s)or organization(s)shown in the with respect to liability arising out of the rr. declarations as an Additional Insured - ownership, maintenance or use of that part Designated Person Or Organization;but only of the land leased to you and shown in the with respect to liability arising out of the Declarations. ownership,maintenance or use of that part of b. With respect to the insurance afforded to the premises leased to you and shown in the these additional Insureds, the following g additional exclusions apply: b. With respect to the insurance afforded to This insurance does not apply to: these additional insureds, the following pp y .i additional exclusions apply: (1) Any "occurrence" that takes place This insurance does not apply to: after you cease to lease that land;or (1) Any "occurrence" which takes place (2) Structural alterations, new w after you cease to be a tenant in that construction or demolition operations premises;or performed by or on behalf of such person or organization. (2) Structural alterations, new 6. Additional Insured - State Or Political construction or demolition operations r performed by or on behalf of such Subdivision—Permits person or organization. a. WHO IS AN INSURED under Section C.is amended to include as an additional go insured the state or political subdivision shown in the Declarations as an Additional wo Page 18 of 24 Form SS 00 08 04 05 w rr BUSINESS LIABILITY COVERAGE FORM er Insured — State Or Political Subdivision - (e) Any failure to make such Permits, but only with respect to inspections, adjustments, tests or operations performed by you or on your servicing as the vendor has agreed behalf for which the state or political to make or normally undertakes to subdivision has issued a permit. make in the usual course of b. With respect to the insurance afforded to business, in connection with the these additional insureds, the following distribution or sale of the products; +rr additional exclusions apply: (f) Demonstration, installation, This insurance does not apply to: servicing or repair operations, (1) "Bodily injury", "property damage" or except such operations performed "personal and advertising injury" at the vendor's premises in Connection with the sale of the arising out of operations performed for product; the state or municipality;or rr. (2) "Bodily injury" or "property damage" (g) Products which, after distribution or sale by you, have been labeled included in the "product-completed or relabeled or used as a operations"hazard. container, part or ingredient of any 7. Additional Insured—Vendors other thing or substance by or for a. WHO IS AN INSURED under Section C.is the vendor;or amended to include as an additional (h) "Bodily injury" or "property insured the person(s) or organization(s) damage" arising out of the sole rw (referred to below as vendor)shown in the negligence of the vendor for its Declarations as an Additional Insured - own acts or omissions or those of Vendor, but only with respect to "bodily its employees or an one else Y injury" or"property damage"arising out of acting on its behalf. However, this ors "your products" which are distributed or exclusion does not apply to: sold in the regular course of the vendor's business and only if this Coverage Part (i) The exceptions contained in Subparagraphs(d)or(f);or provides coverage for "bodily injury" or r "property damage" included within the (ii) Such inspections, "products-completed operations hazard". adjustments, tests or servicing b. The insurance afforded to the vendor is as the vendor has agreed to make or normally undertakes subject to the following additional exclusions: to make in the usual course of (1) This insurance does not apply to: business, in connection with (a) "Bodily injury" or "property the distribution or sale of the r damage" for which the vendor is products. obligated to pay damages by (2) This insurance does not apply to any reason of the assumption of insured person or organization from liability in a contract or agreement. whom you have acquired such This exclusion does not apply to products, or any ingredient, part or liability for damages that the container, entering into, vendor would have in the absence accompanying or containing such of the contract or agreement; products. 'o (b) Any express warranty 8. Additional Insured—Controlling Interest unauthorized by you; WHO IS AN INSURED under Section C. is (c) Any physical or chemical change amended to include as an additional insured �r. in the product made intentionally the person(s) or organization(s) shown in the by the vendor; Declarations as an Additional Insured — (d) Repackaging, unless unpacked Controlling Interest, but only with respect to solely for the purpose of inspection, their liability arising out of: demonstration, testing, or the a. Their financial control of you;or substitution of parts under b. Premises they own, maintain or control instructions from the manufacturer, while you lease or occupy these premises. and then repackaged in the original container, Form SS 00 08 04 05 Page 19 of 24 r x BUSINESS LIABILITY COVERAGE FORM This insurance does not apply to structural The limits of insurance that apply to additional alterations, new construction and demolition insureds are described in Section D. — Limits Of operations performed by or for that person or Insurance. r. organization. How this insurance applies when other insurance 9. Additional Insured — Owners, Lessees Or is available to an additional insured is described in Contractors — Scheduled Person Or the Other Insurance Condition in Section E. — Organization Liability And Medical Expenses General 'r" a. WHO IS AN INSURED under Section C.is Conditions. amended to include as an additional G. LIABILITY AND MEDICAL EXPENSES insured the person(s) or organization(s) DEFINITIONS shown in the Declarations as an Additional `�" Insured—Owner, Lessees Or Contractors, 1• "Advertisement" means the widespread public but only with respect to liability for"bodily dissemination of information or images that injury", "property damage" or "personal has the purpose of inducing the sale of goods, and advertising injury" caused, in whole or products or services through: in part, by your acts or omissions or the a. (1) Radio; acts or omissions of those acting on your behalf: (2) Television; (3) Billboard; (1) In the performance of your ongoing (4) Magazine; operations for the additional ; insured(s);or (5) Newspaper stir (2) In connection with "your work" b. The Internet, but only that part of a web performed for that additional insured site that is about goods, products or and included within the "products- services for the purposes of inducing the completed operations hazard", but sale of goods,products or services;or only if this Coverage Part provides c. Any other publication that is given coverage for "bodily injury" or widespread public distribution. "property damage" included within the However, "advertisement"does not include: "products-completed operations hazard", a. The design, printed material, information or images contained in, on or upon the b. With respect to the insurance afforded to packaging or labeling of any goods or these additional insureds, this insurance products;or does not apply to "bodily injury", "property damage" or "personal an advertising b. An interactive conversation between or injury" arising out of the rendering of, or among persons through a computer network. the failure to render, any professional 2. "Advertising idea" means any idea for an architectural, engineering or surveying "advertisement". services, including: 3. "Asbestos hazard" means an exposure or (1) The preparing, approving, or failure to threat of exposure to the actual or alleged ri prepare or approve, maps, shop properties of asbestos and includes the mere drawings, opinions, reports, surveys, presence of asbestos in any form. field orders,change orders,designs or 4. "Auto" means a land motor vehicle, trailer or drawings and specifications;or semi-trailer designed for travel on public �r (2) Supervisory, inspection, architectural roads, including any attached machinery or or engineering activities. equipment. But "auto" does not include 10. Additional Insured — Co-Owner Of Insured "mobile equipment". rr Premises 5. "Bodily injury"means physical: WHO IS AN INSURED under Section C. is a. Injury; amended to include as an additional insured b. Sickness;or r the person(s) or Organization(s) shown in the c. Disease Declarations as an Additional Insured — Co- Owner Of Insured Premises, but only with sustained by a person and, if arising out of the respect to their liability as co-owner of the above,mental anguish or death at any time. premises shown in the Declarations. 6. "Coverage territory"means: .r Page 20 of 24 Form SS 00 08 04 05 .r. err r BUSINESS LIABILITY COVERAGE FORM a. The United States of America(including its b. You have failed to fulfill the terms of a territories and possessions), Puerto Rico contract or agreement; and Canada; if such ro e p p rty can be restored to use by: b. International waters or airspace, but only if the injury or damage occurs in the course a. The repair, replacement, adjustment or removal of your product" or "your work'; of travel or transportation between any or places included in a.above; b. Your fulfilling the terms of the contract or c. All other parts of the world if the injury or agreement, damage arises out of: 12. "Insured contract"means: (1) Goods or products made or sold by you a. A contract for a lease of premises. in the territory described in a.above; (2) The activities of a person whose home However, that portion of the contract for a lease of premises that indemnifies any is In the territory described in a, person or organization for damage by fire, ,rr above, but is away for a short time on lightning or explosion to premises while your business;or rented to you or temporarily occupied by (3) "Personal and advertising injury" you with permission of the owner is offenses that take place through the subject to the Damage To Premises Internet or similar electronic means of Rented To You limit described in Section communication D.—Liability and Medical Expenses Limits provided the insured's responsibility to pay of Insurance. rr damages is determined in the United States of b. A sidetrack agreement; America (including its territories and c. Any easement or license agreement, possessions), Puerto Rico or Canada, in a including an easement or license "suit" on the merits according to the agreement in connection with construction nr, substantive law in such territory, or in a or demolition operations on or within 50 settlement we agree to. feet of a railroad; 7. "Electronic data" means information, facts or d. Any obligation, as required by ordinance, programs: to Indemnify a municipality, except in a. Stored as or on; connection with work for a municipality; b. Created or used on;or e. An elevator maintenance agreement;or c. Transmitted to or from f. That part of any other contract or computer software, including systems and agreement pertaining to your business applications software, hard or floppy disks, (including an indemnification of a CD-ROMS, tapes, drives, cells, data municipality in connection with work w processing devices or any other media which performed for a municipality) under which are used with electronically controlled you assume the tort liability of another equipment. party to pay for"bodily injury" or"property 8. "Employee" includes a "leased worker". damage" to a third person or organization, "Employee" does not include a "temporary provided the "bodily injury" or "property damage" is caused, in whole or in part, by worker". you or by those acting on your behalf. 9. "Executive officer" means a person holding Tort liability means a liability that would be ar any of the officer positions created by your imposed by law in the absence of any charter, constitution, by-laws or any other contract or agreement. similar governing document. 10. "Hostile fire" means one which becomes Paragraph f. includes that part any rr contract or agreement that indemni fies a uncontrollable or breaks out from where it was railroad for "bodily injury" or "property intended to be. damage" arising out of construction or 11. "Impaired property" means tangible property, demolition operations within 50 feet of any other than "your product" or "your work", that railroad property and affecting any railroad cannot be used or is less useful because: bridge or trestle, tracks, road-beds,tunnel, a. It incorporates "your product" or"your work" underpass or crossing. that is known or thought to be defective, However, Paragraph f. does not include deficient,inadequate or dangerous;or that part of any contract or agreement: Form SS 00 08 04 05 Page 21 of 24 +rr rrr BUSINESS LIABILITY COVERAGE FORM ro (1) That indemnifies an architect, (1) Power cranes, shovels, loaders, engineer or surveyor for injury or diggers or drills;or damage arising out of: (2) Road construction or resurfacing r (a) Preparing, approving or failing to equipment such as graders, scrapers prepare or approve maps, shop or rollers; drawings, opinions, reports, e. Vehicles not described in a., b., c., or d. surveys, field orders, change above that are not self-propelled and are �+• orders, designs or drawings and maintained primarily to provide mobility to specifications;or permanently attached equipment of the (b) Giving directions or instructions, following types: or failing to give them, if that is the 1 primary cause of the injury or ( ) Air compressors, pumps and generators, including spraying, damage;or welding, building cleaning, (2) Under which the insured, If an geophysical exploration, lighting and ra architect, engineer or surveyor, well servicing equipment;or assumes liability for an injury or (2) Cherry pickers and similar devices damage arising out of the insured's used to raise or lower workers; rendering or failure to render professional services, including those f• Vehicles not described in a., b., c., or d. listed in (1) above and supervisory, above maintained primarily for purposes inspection, architectural or other than the transportation of persons or engineering activities. cargo. 13. "Leased worker" means a person leased to However, self-propelled vehicles with the you by a labor leasing firm under an following types of permanently attached agreement between you and the labor leasing equipment are not"mobile equipment" but firm,to perform duties related to the conduct of will be considered"autos": your business. "Leased worker" does not (1) Equipment, of at least 1,000 pounds include a"temporary worker". gross vehicle weight, designed 14. "Loading or unloading" means the handling of primarily for: property: (a) Snow removal; a. After it is moved from the place where it is (b) Road maintenance, but not accepted for movement into or onto an construction or resurfacing;or aircraft,watercraft or"auto"; (c) Street cleaning; b. While it is in or on an aircraft,watercraft or (2) Cherry pickers and similar devices "auto";or mounted on automobile or truck c. While it is being moved from an aircraft, chassis and used to raise or lower watercraft or"auto"to the place where it is workers;and finally delivered; (3) Air compressors, pumps and but "loading or unloading" does not include the generators, including spraying, movement of property by means of a mechanical welding, building cleaning, device, other than a hand truck, that is not geophysical exploration, lighting and attached to the aircraft,watercraft or"auto". well servicing equipment. 15. "Mobile equipment"means any of the following 16. "Occurrence" means an accident, including types of land vehicles, including any attached continuous or repeated exposure to substantially machinery or equipment: the same general harmful conditions. a. Bulldozers, farm machinery, forklifts and 17. "Personal and advertising injury"means injury, other vehicles designed for use principally including consequential "bodily injury", arising off public roads; out of one or more of the following offenses: b. Vehicles maintained for use solely on or a. False arrest,detention or imprisonment; next to premises you own or rent; b. Malicious prosecution; c. Vehicles that travel on crawler treads; d. Vehicles, whether self-propelled or not, on •" which are permanently mounted: Page 22 of 24 Form SS 00 08 04 05 ........... ` BUSINESS LIABILITY COVERAGE FORM c. The wrongful eviction from, wrongful entry Work that may need service,maintenance, into, or invasion of the right of private correction, repair or replacement, but occupancy of a room, dwelling or which is otherwise complete, will be premises that the person occupies, treated as completed. committed by or on behalf of its owner, The bodily injury" or "property damage" landlord or lessor; must occur away from premises you own d. Oral, written or electronic publication of or rent, unless your business includes the +► material that slanders or libels a person or selling, handling or distribution of "your organization or disparages a person's or product"for consumption on premises you organization's goods, products or services; own or rent. e. Oral, written or electronic publication of b. Does not include "bodily injury" or material that violates a person's right of "property damage"arising out of: privacy; 1 The transportation of property, f. Copying, in your "advertisement", a ( ) P P P rty, unless the injury or damage arises out of a r person's or organization's "advertising condition in or on a vehicle not owned idea"or style of"advertisement"; or operated by you, and that condition g. Infringement of copyright,slogan,or title of was created by the "loading or r any literary or artistic work, in your unloading" of that vehicle by any "advertisement";or insured;or h. Discrimination or humiliation that results in (2) The existence of tools, uninstalled injury to the feelings or reputation of a equipment or abandoned or unused natural person. materials. 18. "Pollutants" means any solid, liquid, gaseous or 20. "Property damage"means: thermal irritant or contaminant, including smoke, a. Physical injury to tangible property, vapor, soot,fumes, acids, alkalis, chemicals and including all resulting loss of use of that waste. Waste includes materials to be recycled, property. All such loss of use shall be reconditioned or reclaimed, deemed to occur at the time of the 19. "Products-completed operations hazard'; physical injury that caused it;or a. Includes all "bodily injury" and "property b. Loss of use of tangible property that is not damage" occurring away from premises physically injured. All such loss of use you own or rent and arising out of "your shall be deemed to occur at the time of product"or"your work"except: "occurrence"that caused it. (1) Products that are still in your physical As used in this definition, "electronic data" is possession;or not tangible property. (2) Work that has not yet been completed 21. "Suit" means a civil proceeding in which or abandoned. However, "your work" damages because of"bodily injury", "property will be deemed to be completed at the damage" or "personal and advertising injury" earliest of the following times: to which this insurance applies are alleged. (a) When all of the work called for In "Suit"includes: your contract has been completed. a. An arbitration proceeding in which such (b) When all of the work to be done at damages are claimed and to which the ,err the job site has been completed If insured must submit or does submit with your contract calls for work at our consent;or more than one job site. b. Any other alternative dispute resolution (c) When that part of the work done at proceeding in which such damages are a job site has been put to its claimed and to which the insured submits intended use by any person or with our consent, organization other than another 22• "Temporary worker" means a person who is rr contractor or subcontractor fumished to you to substitute for a permanent working on the same project. "employee" on leave or to meet seasonal or short-term workload conditions. 23. "Volunteer worker"means a person who: 9 a a. Is not your"employee"; .ri Form SS 00 08 04 05 Page 23 of 24 BUSINESS LIABILITY COVERAGE FORM b. Donates his or her work; (2) The providing of or failure to provide c. Acts at the direction of and within the warnings or instructions. scope of duties determined by you;and c. Does not include vending machines or irr d. is not paid a fee, salary or other other property rented to or located for the compensation by you or anyone else for use of others but not sold. their work performed for you. 25. "Your work": 24. "Your product": a. Means: a. Means: (1) Work or operations performed by you (1) Any goods or products, other than real or on your behalf,and property, manufactured,sold,handled, (2) Materials, parts or equipment distributed or disposed of by: furnished in connection with such work (a) You; or operations. (b) Others trading under your name; b. Includes: or (1) Warranties or representations made at (c) A person or organization whose any time with respect to the fitness, business or assets you have quality, durability, performance or use acquired;and of"your work";and (2) Containers (other than vehicles), (2) The providing of or failure to provide materials, parts or equipment warnings or instructions. furnished in connection with such r goods or products. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of"your product";and .r Page 24 of 24 Farm SS 00 08 04 05 rr go INSURANCE INFORMATION - and REQUIREMENTS go ar Insurance Requirements For the City of Renton Please provide this document to your insurance agent The City of Renton requires the industry standard: • $1,000,000 Commercial General Liability, with$2,000,000 in the aggregate • $1,000,000 Auto Liability(Needed if a vehicle will be used in performance of work. This would include delivery of products to worksite) • $1,000,000 Excess Liability(if specified in contract) "• • Proof of Workers' Compensation coverage(provide the number) • $1,000,000 Professional Liability (if specified in contract) Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional v Insured on the policy • Provide the endorsement page(s)from the policy(ies),evidencing Primary & Non-contributory coverage • Modify the cancellation clause to state: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 45 days written ++•+ notice to the certificate holder to the left." • Put descriptive text of the project in the "Description of Operations"box • The certificate holder must read: r City of Renton ATTN: {City project manager name/dept provided by your insured} {Address provided by your insured} {City, State, Zip} +r� rr wr A ORD M CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) PRODUCER FAX THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND ow CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE `o INSURED INSURER A: INSURER B: INSURER C: 1w INSURER D: INSURER E: COVERAGES to THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENTS,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rr INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/Y DATE MM/DD/Y LIMITED GENERAL LIABILITY EACH OCCURRENCE $_1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire $ 50,000 CLAIMS MADE ❑ OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ffNr ❑ POLICY ❑PROJECT ❑LOC PRODUCTS-COMP/OP AGG $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS HIRED AUTOS (Per person) $ NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE ow (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ANY AUTO N/A OTHER THAN EA ACC AUTO ONLY: AGG $ rrr EXCESS LIABILITY EACH OCCURRENCE ❑OCCUR ❑CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND WC STATU- OTH- EMPLOYERS'LIABILITY TORY LIMITS ER E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYEE $ E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS a City of Renton is named as an additional insured r CERTIFICATE HOLDER [XI ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE ow City of Renton THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL MAIL Attn: 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 1055 South Grady Way THE LEFT. Renton, WA. 98055 AUTHORIZED REPRESENTATIVE „r rn ' CITY OF RENTON 1` CONSTRUCTION CONTRACTS INSURANCE AND RELATED REQUIREMENTS MINIMUM INSURANCE COVERAGES AND REQUIREMENTS The(CONTRACTOR)shall obtain and maintain the minimum insurance coverages set forth below. By requiring 40 such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the(CONTRACTOR)under Contract Number . The(CONTRACTOR)shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages. an Coverages (1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage to include: • Premises and Operations • Explosion,Collapse and Underground Hazards • Products/Completed Operations ' ' • Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense coverage assumed under contract) • Broad Form Property Damage s • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability on (2) Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles �` • Hired Vehicles (3) Workers'Compensation • Statutory Benefits(Coverage A)-Show WA L&I Number (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. �w (5) Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the (CONTRACTOR) shall maintain professional liability covering wrongful acts,errors and/or omissions of the(CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. (6) Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. +rr dw 16-Insurance Forms.doc\ we rrr LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: rr Commercial General Liability General Aggregate* $ 2,000,000 Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Stop Gap Liability $ 1,000,000 *General Aggregate to apply per project(ISO Form CG2503 or equivalent) Automobile Liability aw Bodily Injury/Property Damage $ 1,000,000 (Each Accident) Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number �r Umbrella Liability Each Occurrence Limit $ 1,000,000 General Aggregate Limit $ 1,000,000 Products/Completed Operations Aggregate $ 1,000,000 .r► Professional Liability(If required) Each Occurrence/Incident/Claim $ 1,000,000 w Aggregate $ 2,000,000 (The City may require the CONTRACTOR keep this policy in effect for up to two(2)years after completion of the project) �r Pollution Liability(If required) To apply on a per project basis Per Loss $ 1,000,000 Aggregate $ 1,000,000 .rr ■r trr aw 16-Insurance Fonns.doc\ err ADDITIONAL REQUIREMENTS +rr (CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds(ISO Form CG 2010 or equivalent). (CONTRACTOR)shall provide CITY OF RENTON to Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies of insurance described above shall: 1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by CITY OF RENTON. 2) Include a Waiver of Subrogation Clause. r. 3) Severability of Interest Clause(Cross Liability) r 4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. r The (CONTRACTOR) shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate and the(CONTRACTOR'S)expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. The CITY OF RENTON may require the CONTRACTOR to keep Professional Liability coverage in effect for two(2)years after completion of the project. wn �r r rr 4W ur 16-Insurance Forms.doc\ aw t E 0 F t 1 PREVAILING MINIMUM HOURLY WAGE RATES 6 f 1 i i B 0 E rtrrr �s CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Ref: Pay Estimate No. Project Dayton Ave NE/NE 22nd St Drainage Improvement Project SWP-27-3296 CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' 40 employees for the period from through in w accordance with the Statements of Intent to Pay Prevailing Wage filed with the Washington State Department of Labor & Industries. This form will be executed and submitted to the City of Renton prior to or with the last pay request. rr Company Name to By: Wx Title: List of Subcontractors Used on the Project: err �r +�w wr +rrr 18_Cert-Prevailing-Wages-C ity.doc\ err Prevailing Department ng Wage of Labor and Industries STATEMENT OF INTENT TO SST"''eo as s (360)902-5335 PAY PREVAILING WAGES www.Ini.wa.gov//TradesLicensing/PrevailingWage T y°= Public Works Contract to $25.00 Filing Fee Required • This form must be typed or printed in ink. Project Name Contract# • Large,bold numbers match instructions on back of form. • Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) trr • Once approved your form will be posted online at the above website. APPROVED FORM WILL BE]MAILED TO THIS ADDRESS Address Contractor,company or agency name,address,city,state&ZIP+4 ow City State ZIP+4 Awarding Agency Project Contact Person Phone# we County where work was performed City where work was performed Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy) aw Will all work be subcontracted? Do you intend to use subcontractors? ❑ Yes ❑ No ❑ Yes ❑ No ow Prime contractor(has contract with the public agency) Contractor Registration# Expected job start date(mm/dd/yy) Do you intend to use apprentices? ❑ Yes ❑ No Craft/trade/occupation(Do NOT list apprentices) Estimated no. Rate of Rate of hourly fringe qW Indicate number of owners expected to perform work. of workers hourly pay benefits aw i _I I i Company name Indicate total dollar amount of your contract or time and materials if applicable. Address I hereby certify that the above information) is correct and that all workers I employ on this Public Works Project will be paid no less City State ZIP+4 than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature Industrial Insurance Account Number Email address Phone number For L&I'Use Only Check Number: ❑ S25 or S For L&I Use Only iIssued By; APPROVED: Department of Labor and Industries i wr By Industrial Statistician F700-029-000 statement of intent to pay prevailing wages 12-04 After APPROVAL,send white copy to Awarding Agency. VW Canary copy—L&I How to expedite the processing of your form: as REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION Filing Fee No fee or wrong amount. $25.00 filing fee required. go Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based on the date bids from prime contractor were due to the contract awarding agency. Date work completed Missing or a date in the future. as Date Intent Filed Missing-An affidavit cannot be approved without the Statement of Intent to Pay Prevailing Wages being filed. 4W Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation listings. Owner/Operators: If the work was performed by owners/partners, state "Owner/Operator"under the"Craft"section,and the wage and fringe need not be completed. Do list the number of owners on the job. (Individuals who own less than 30%of the company are not considered to be owner/operators and must be paid prevailing wage.) All work subcontracted: If all work was performed by subcontractors, check the appropriate box on the form. Number of workers each trade Missing WIN Total number of hours worked each trade Missing Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of qualified to hourly fringe benefits, as defined by RCW 39.12.010, that you actually provided to the workers. The amount listed for"Rate of Hourly Pay' plus the amount listed for the"Rate of Hourly Fringe Benefits", if any, must equal or exceed the Prevailing Wage rate. aw Apprentices* Missing information or apprentice not registered*. List each apprentice by name, registration number, trade, stage of progression, beginning and ending dates of work performed on the project(m/d/y to m/d/y), and rate of hourly pay and fringe to benefits. Total Dollar Amount of Your Contract Missing—Enter exact amount not"time and materials"). go Contractor Registration No. or UBI Missing or not registered. Companies not required to obtain a contractor's registration number need only indicate UBI (i.e.,janitorial, surveying, truck driving). to Signature Missing—Affidavit must be signed by an authorized representative. * Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hire must be paid prevailing iourney level wages for the time preceding the date of registration Call (360) 902-5323 to verify registration. NOTE: to Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates. If there is not enough space to list all required information on one form, use additional Affidavit forms as needed. Please indicate at the top of each form"Page 1 of 2", "Page 2 of 2", etc. No additional fee is required. No other attachments will be accepted. Approval of this Affidavit will be based on the information provided by the contractor/subcontractor. It does not signify approval of the classifications of labor used by the contractor/subcontractor. L&I will mail the approved white copy of this Affidavit to the organization provided on the front of this form. Make a copy for your records. +rr Prevailing wage rates are available on the Internet at http://www.ini.wa.qov/TradesLicensingg/Prevaili�glrVage Submit both copies (white and canary) and the $25.00 filing fee to: MANAGEMENT SERVICES Please fold in thirds so the address +rr DEPT. OF LABOR AND INDUSTRIES will show in a window envelope PO BOX 44835 OLYMPIA, WASHINGTON 98504-4835 For questions call (360) 902-5335 'W F-700-007-n00 affidi it nf.ua -hk i?-na Department of Labor and Industries Prevailing Wage AFFIDAVIT OF WAGES PAID so ���StATg� o (360)902-5335 - Public Works Contract http://www.ini.wa.gov/TradesLicensing/PrevailingWage �� BBea $25.00 Filing Fee Required to • This form must be typed or printed in ink. Project Name Contract# • Fill in all blanks or form will be returned for correction(see back). • Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private) • Once approved,your form will be posted online at the website above. Irr AI'PROYED FQRI �VI`)C I,$I '1VIAILED;TO.THIS'ADDRESS Address Contractor,company or agency name,address,city,state&ZIP+4 City State ZIP+4 Awarding Agency Project Contact Person Phone# County where work was performed City where work was performed tr111 Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy) Date work completed (mm/dd/yy) Date Intent filed (mm/dd/yy) Was all work subcontracted? Did you intend to use subcontractors? Prime contractor(has contract with the public agency) Contractor Registration No. i� ❑ Yes ❑ No ❑ Yes ❑ No Job start date(mm/dd/yy) Craft/trade/occupation and apprentices(For apprentices,give name,registration#, Number Total#of hours Rate of Rate of Hourly trade,dates of work on project,stage of progression,wage and fringe) of Workers worked—ea.trade Hourly Pay Fringe Benefits to Indicate number of owners that performed work. to rani Yllli Company name Indicate total dollar amount of your contract or time and materials if applicable. S Address I hereby certify that the above information is correct and that all irrt workers I employ on this Public Works Project will be paid no less City State ZIP+4 than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature Industrial Insurance Account Number Email address Phone number For L&I Use Only Check Number: ❑ $25 or $ For L&I Use Only Issued By: err APPROVED: Department of Labor and Industries By Industrial Statistician F700-007-000 affidavit of wages 12-04 After.APPROVAL,send white copv to Awarding Agency. +rr Canary copy—L&I How to expedite the processing of your form: ` REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION Filing Fee No fee or wrong amount. $25.00 filing fee required. Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based on the date bids from prime contractor were due to the contract awarding agency. Date work completed Missing or a date in the future. Date Intent Filed Missing-An affidavit cannot be approved without the Statement of Intent to Pay Prevailing Wages being filed. "a Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation listings. Owner/Operators: If the work was performed by owners/partners, state "Owner/Operator"under the"Craft"section, and the wage and fringe need not be completed. Do list the number of owners on the job. (Individuals who own less than 30%of the company are not considered to be owner/operators and must be paid prevailing wage.) All work subcontracted: If all work was performed by subcontractors, check the appropriate box on the form. Number of workers each trade Missing Total number of hours worked each trade Missing Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of qualified hourly fringe benefits, as defined by RCW 39.12.010,that you actually provided to the workers. The amount listed for"Rate of Hourly Pay" plus the amount listed for the"Rate of Hourly Fringe Benefits", if any, must equal or exceed the Prevailing Wage rate. Apprentices' Missing information or apprentice not registered". List each apprentice by name, registration number,trade, stage of progression, beginning and ending dates of work performed on the project(m/d/y to m/d/y), and rate of hourly pay and fringe r benefits. Total Dollar Amount of Your Contract Missing—Enter exact amount not"time and materials"). Contractor Registration No. or UBI Missing or not registered. Companies not required to obtain a contractor's registration number need only indicate UBI (i.e.,janitorial, surveying, truck driving). try Signature Missing—Affidavit must be signed by an authorized representative. Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hire must be paid prevailing journey level wages for the time preceding the date of registration Call (360) 902-5323 to verify registration. NOTE: Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates. If there is not enough space to list all required information on one form, use additional Affidavit forms as needed. Please indicate at the ■" top of each form"Page 1 of 2", "Page 2 of 2", etc. No additional fee is required. No other attachments will be accepted. Approval of this Affidavit will be based on the information provided by the contractor/subcontractor. It does not signify s approval of the classifications of labor used by the contractor/subcontractor. L&I will mail the approved white copy of this Affidavit to the organization provided on the front of this form. Make a copy for your records. Prevailing wage rates are available on the Internet at http://www.ini.wa.govtTradesLicensing/Prevailing`vyage Submit both copies (white and canary) and the $25.00 filing fee to: MANAGEMENT SERVICES Please fold in thirds so the address �r DEPT. OF LABOR AND INDUSTRIES will show in a window envelope PO BOX 44835 OLYMPIA, WASHINGTON 985044835 For questions call (360) 902-5335 F7An-nn7-nAA affi i—it -harkrr 17-nA 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 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $36.24 1H 5D BOILERMAKERS 00 JOURNEY LEVEL $33.32 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $43.75 1M 5A CABINET MAKERS(IN SHOP) JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $43.91 1M 5D arc BRIDGE,DOCK AND WARF CARPENTERS $43.75 1M 5D CARPENTER $43.75 1M 5D CREOSOTED MATERIAL $43.85 IM 5D DRYWALL APPLICATOR $43.79 1M 5D �1a FLOOR FINISHER $43.75 IM 5D FLOOR LAYER $43.75 1M 5D FLOOR SANDER $43.75 IM 5D a MILLWRIGHT AND MACHINE ERECTORS $44.75 1M 5D PILEDRIVERS, DRIVING,PULLING,PLACING COLLARS AND WELDING $43.95 1M 5D SAWFILER $43.75 1M 5D SHINGLER $43.75 1M 5D STATIONARY POWER SAW OPERATOR $43.75 1M 5D STATIONARY WOODWORKING TOOLS $43.75 1M 5D CEMENT MASONS iw JOURNEY LEVEL $44.58 1M 5D DIVERS&TENDERS DIVER $85,75 1M 5D 8A DIVER TENDER $44.22 1M 5D do DREDGE WORKERS ASSISTANT ENGINEER $44.59 IT 5D 8L ASSISTANT MATE(DECKHAND) $44.08 IT 5D 8L BOATMEN $44.59 IT 5D 8L ENGINEER WELDER $44.64 IT 5D 8L LEVERMAN,HYDRAULIC $46.21 IT 5D 8L MAINTENANCE $44.08 IT 5D 8L MATES $44.59 IT 5D 8L OILER $44.21 IT 5D 8L DRYWALL TAPERS JOURNEYLEVEL $43.59 1E 5P d' ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $18.69 1 ■f Page 1 err KING COUNTY Effective 03-02-08 *r****rr****r******tt******r*ttt******rr***********r****rrr*********r*******r*****t****r*********t******** go (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS-INSIDE CABLE SPLICER $55.05 1E 5A CABLE SPLICER(TUNNEL) $58.86 1E 5A CERTIFIED WELDER $53.16 1E 5A CERTIFIED WELDER(TUNNEL) $57.15 1E 5A CONSTRUCTION STOCK PERSON $28.83 1 E 5A JOURNEY LEVEL $51.25 1E 5A JOURNEY LEVEL(TUNNEL) $55.05 1E 5A ELECTRICIANS-MOTOR SHOP CRAFTSMAN $1537 2A 6C it JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION CABLE SPLICER $56.53 4A 5A CERTIFIED LINE WELDER $51.64 4A 5A GROUNDPERSON $37.15 4A 5A HEAD GROUNDPERSON $39,19 4A 5A HEAVY LINE EQUIPMENT OPERATOR $51,64 4A 5A JACKHAMMER OPERATOR $39.19 4A 5A JOURNEY LEVEL LINEPERSON $51.64 4A 5A LINE EQUIPMENT OPERATOR $43.83 4A 5A POLE SPRAYER $51.64 4A 5A 1 POWDERPERSON $39.19 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $60.85 4A 60 MECHANIC IN CHARGE $66.25 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS At ALL CLASSIFICATIONS $13.15 2K 5B FENCE ERECTORS FENCE ERECTOR $18,71 1 FENCE LABORER $12,77 1 FLAGGERS JOURNEY LEVEL $31.01 1H 5D GLAZIERS JOURNEY LEVEL $43.76 1H 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $46.59 1S 5J HEATING EQUIPMENT MECHANICS MECHANIC $33.65 1 HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $36.75 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS A MECHANIC $15.65 1 INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INLAND BOATMEN CAPTAIN $38,87 1K 5B COOK $32.73 1K 5B DECKHAND $32.42 1K 5B to ENGINEER/DECKHAND $35.20 1K 5B MATE,LAUNCH OPERATOR $36.85 1K 56 Page 2 Ilrli lot wr KING COUNTY Effective 03-02-08 ********************************************************************************************************** (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR,FOAMER OPERATOR $31.49 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $24.91 1 TECHNICIAN $19.33 1 to TV TRUCK OPERATOR $20.45 1 INSULATION APPLICATORS JOURNEY LEVEL $43.75 1M 5D IRONWORKERS 'o JOURNEY LEVEL $47.92 10 5A LABORERS ASPHALT RAKER $36.75 1H 5D g, BALLAST REGULATOR MACHINE $36.24 1H 5D BATCH WEIGHMAN $31.01 1H 5D BRUSH CUTTER $36.24 1H 5D BRUSH HOG FEEDER $36.24 1H 5D go BURNERS $36.24 1 H 5D CARPENTER TENDER $36.24 1H 5D CASSION WORKER $37.20 1H 5D Nit CEMENT DUMPER/PAVING $36.75 1H 5D CEMENT FINISHER TENDER $36.24 1H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1H 5D CHIPPING GUN(OVER 30 LBS) $36.75 1H 5D rrr CHIPPING GUN(UNDER 30 LBS) $36.24 1H 5D CHOKER SETTER $36.24 1H 5D CHUCK TENDER $36.24 1 H 5D CLEAN-UP LABORER $36.24 1 H 5D rrr CONCRETE DUMPER/CHUTE OPERATOR $36.75 1 H 5D CONCRETE FORM STRIPPER $36.24 1H 5D CONCRETE SAW OPERATOR $36.75 1 H 5D is CRUSHER FEEDER $31.01 1H 5D CURING LABORER $36.24 1H 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $36.24 1H 5D DITCH DIGGER $36.24 1H 5D DIVER $37.20 1H 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $36.75 1H 5D DRILL OPERATOR,AIRTRAC $37.20 1H 5D r�r DUMPMAN $36.24 1H 5D EPDXY TECHNICIAN $36.24 1 H 5D EROSION CONTROL WORKER $36.24 1H 5D FALLER/BUCKER,CHAIN SAW $36.75 1 H 5D wi FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $28.45 1 H 5D construction debris cleanup) FINE GRADERS $36.24 1H 5D FIRE WATCH $31.01 1H 5D FORM SETTER $36.24 1 H 5D GABION BASKET BUILDER $36.24 1H 5D GENERAL LABORER $36.24 1H 5D err GRADE CHECKER&TRANSIT PERSON $36.75 1H 5D GRINDERS $36.24 1H 5D GROUT MACHINE TENDER $36.24 1H 5D Page 3 06 KING COUNTY Effective 03-02-08 Aw (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code + GUARDRAIL ERECTOR $36.24 1H 5D HAZARDOUS WASTE WORKER LEVEL A $37.20 1H 5D HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 5D HAZARDOUS WASTE WORKER LEVEL C $36.24 1H 5D HIGH SCALER $37.20 1H 5D HOD CARRIER/MORTARMAN $36.75 1H 5D JACKHAMMER $36.75 1H 5D LASER BEAM OPERATOR $36.75 1H 5D MANHOLE BUILDER-MUDMAN $36.75 1H 5D MATERIAL YARDMAN $36.24 1H 5D MINER $37.20 1H 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $36.75 1H 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST, GUNITE,SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $36.75 1 H 5D PILOT CAR $31.01 1H 5D PIPE POT TENDER $36.75 1H 5D PIPE RELINER(NOT INSERT TYPE) $36.75 1H 5D PI PELAYER&CAULKER $36.75 1H 5D PIPELAYER&CAULKER(LEAD) $37.20 1H 5D PIPEWRAPPER $36.75 1H 5D POT TENDER $36.24 1H 5D to POWDERMAN $37.20 1H 5D POWDERMAN HELPER $36.24 1H 5D POWERJACKS $36.75 1H 5D RAILROAD SPIKE PULLER(POWER) $36.75 1 H 5D RE-TIMBERMAN $37.20 1H 5D RIPRAP MAN $36.24 1H 5D RODDER $36.75 1H 5D SCAFFOLD ERECTOR $36.24 1H 5D SCALE PERSON $36.24 1H 5D SIGNALMAN $36.24 1H 5D SLOPER(OVER 20") $36.75 1H 5D SLOPER SPRAYMAN $36.24 1H 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $36.75 1H 5D SPREADER(CONCRETE) $36.75 1H 5D + STAKE HOPPER $36.24 1H 5D STOCKPILER $36.24 1H 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $36.75 1H 5D TAMPER(MULTIPLE&.SELF PROPELLED) $36.75 1H SD TOOLROOM MAN(AT JOB SITE) $36.24 1H 5D TOPPER-TAILER $36.24 1H 5D TRACK LABORER $36.24 1H 5D TRACK LINER(POWER) $36.75 1H 5D TRUCK SPOTTER $36.24 1H 5D TUGGER OPERATOR $36.75 1H 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $36.24 1H 5D VIBRATOR $36.75 1H 5D VINYL SEAMER $36.24 1H 5D WELDER $36.24 1H 5D WELL-POINT LABORER $36.75 1H 5D Page 4 as KING COUNTY Effective 03-02-08 ********************************************************************************************************** too (See Benefit Code Key) Over PREVAILING Time Holiday Note d Classification WAGE Code Code Code LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER $36.24 1H 5D PIPE LAYER $36.75 1H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1 to LANDSCAPING OR PLANTING LABORERS $17.87 1 LATHERS JOURNEY LEVEL $43.79 IM 5D METAL FABRICATION(IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 ow PAINTER $11.10 1 WELDER $15.48 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 im ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 a PRODUCTION WORKER $9.40 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $33.94 2B 5A PLASTERERS +tir JOURNEYLEVEL $43.10 1R 5B PLAYGROUND&PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8,42 1 PLUMBERS&PIPEFITTERS rr. JOURNEY LEVEL $57.34 1G 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $42.14 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $44.92 IT 5D 8L �r BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $45.41 IT 5D 8L BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH $45.96 IT 5D 8L ATTACHMENTS) rir BACKHOES, (75 HP&UNDER) $44.50 IT 5D 8L BACKHOES, (OVER 75 HP) $44.92 IT 5D 8L BARRIER MACHINE(ZIPPER) $44,92 IT 5D 8L BATCH PLANT OPERATOR,CONCRETE $44.92 IT 5D 8L rr BELT LOADERS(ELEVATING TYPE) $44.50 IT 5D 8L BOBCAT(SKID STEER) $42.14 IT 5D 8L BROOMS $42.14 IT 5D 8L BUMP CUTTER $44.92 IT 5D 8L sr CABLEWAYS $45.41 IT 5D 8L CHIPPER $44.92 IT 5D 8L COMPRESSORS $42.14 IT 5D 8L CONCRETE FINISH MACHINE-LASER SCREED $42.14 IT 5D 8L CONCRETE PUMPS $44.50 IT 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 IT 5D 8L rr Page 5 M KING COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday .Note Classification WAGE Code Code Code CONVEYORS $44.50 IT 5D 8L CRANES, THRU 19 TONS,WITH ATTACHMENTS $44.50 IT 5D 8L CRANES, 20-44 TONS,WITH ATTACHMENTS $44.92 IT 5D 8L ll� CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $45.41 IT 5D 8L WITH ATACHMENTS) CRANES,100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $45.96 IT 5D 8L WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $46.53 IT 5D 8L WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $42.14 IT 5D 8L CRANES,A-FRAME,OVER 10 TON $44.50 IT 5D 8L 11 CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $47.09 IT 5D 8L ATTACHMENTS CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $44.92 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $45.41 IT 5D 8L CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $45.96 IT 5D 8L CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $45.96 IT 5D 8L CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $46.53 IT 5D 8L CRUSHERS $44.92 IT 5D 8L DECK ENGINEER/DECK WINCHES(POWER) $44.92 IT 5D 8L DERRICK,BUILDING $45.41 IT 5D 8L DOZERS,D-9&UNDER $44.50 IT 5D 8L DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $44.50 IT 5D 8L DRILLING MACHINE $44.92 IT 5D 8L ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $42.14 IT 5D 8L EQUIPMENT SERVICE ENGINEER(OILER) $44.50 IT 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 IT 5D 8L FORK LIFTS,(3000 LBS AND OVER) $44.50 IT 5D 8L FORK LIFTS,(UNDER 3000 LBS) $42.14 IT 5D 8L GRADE ENGINEER $44.50 IT 5D 8L GRADECHECKER AND STAKEMAN $42.14 IT 5D 8L GUARDRAIL PUNCH $44.92 IT 5D 8L HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $44.50 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 IT 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 IT 5D 8L HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $42.14 IT 5D 8L HYDRALIFTS/BOOM TRUCKS OVER 10 TON)) $44.50 IT 5D 8L LOADERS,OVERHEAD(6 YD UP TO 8 YD) $45.41 IT 5D 8L LOADERS,OVERHEAD(8 YD&OVER) $45.96 IT 5D 8L LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $44.92 IT 5D 8L LOCOMOTIVES,ALL $44.92 IT 5D 8L MECHANICS,ALL $45.41 IT 5D 8L MIXERS,ASPHALT PLANT $44.92 IT 5D 8L MOTOR PATROL GRADER(FINISHING) $44.92 IT 5D 8L MOTOR PATROL GRADER(NON-FINISHING) $44.50 IT 5D 8L MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $45.41 IT 5D 8L OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 IT 5D 8L OPERATOR PAVEMENT BREAKER $42.14 IT 5D 8L PILEDRIVER(OTHER THAN CRANE MOUNT) $44.92 IT 5D 8L PLANT OILER(ASPHALT,CRUSHER) $44.50 IT 5D 8L 11116 POSTHOLE DIGGER,MECHANICAL $42.14 IT 5D 8L POWER PLANT $42.14 IT 5D 8L Page 6 illll KING COUNTY Effective 03-02-08 ********************************************************************************************************** ar► (See Benefit Code Key) Over PREVAILING Time Holiday Note as Classification WAGE Code Code Code PUMPS,WATER $42.14 IT 5D 8L QUAD 9,D-10,AND HD-41 $45.41 IT 5D 8L ow REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1 T 5D 8L EQUIP RIGGER AND BELLMAN $42.14 IT 5D 8L ROLLAGON $45.41 1T 5D 8L to ROLLER,OTHER THAN PLANT ROAD MIX $42.14 IT 5D 8L ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $44.50 IT 5D 8L ROTO-MILL,ROTO-GRINDER $44.92 IT 5D 8L SAWS,CONCRETE $44.50 IT 5D 8L so, SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $44.92 IT 5D 8L OFF-ROAD EQUIPMENT(UNDER 45 YD) SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $45.41 IT 5D 8L OFF-ROAD EQUIPMENT(45 YD AND OVER) ar SCRAPERS,CONCRETE AND CARRY ALL $44.50 IT 5D 8L SCREED MAN $44.92 IT 5D 8L SHOTCRETE GUNITE $42.14 IT 5D 8L SLIPFORM PAVERS $45.41 IT 5D 8L SPREADER,TOPSIDE OPERATOR-BLAW KNOX $44.92 IT 5D 8L SUBGRADE TRIMMER $44.92 IT 5D 8L TOWER BUCKET ELEVATORS $44.50 IT 5D 8L TRACTORS,(75 HP&UNDER) $44.50 IT 5D 8L TRACTORS,(OVER 75 HP) $44.92 IT 5D 8L TRANSFER MATERIAL SERVICE MACHINE $44.92 IT 5D 8L TRANSPORTERS,ALL TRACK OR TRUCK TYPE $45.41 IT 5D 8L �r► TRENCHING MACHINES $44.50 IT 5D SL TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $44.50 IT 5D 8L TRUCK CRANE OILER/DRIVER(100 TON&OVER) $44.92 IT 5D 8L rr TRUCK MOUNT PORTABLE CONVEYER $44.92 IT 5D 8L WHEEL TRACTORS,FARMALL TYPE $42.14 IT 5D 8L YO YO PAY DOZER $44.92 IT 5D 8L POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER Am (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $37.61 4A 5A SPRAY PERSON $35.73 4A 5A TREE EQUIPMENT OPERATOR $36.19 4A 5A TREE TRIMMER $33.68 4A 5A TREE TRIMMER GROUNDPERSON $25.43 4A 5A Jrr REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $55.41 1G 5A RESIDENTIAL BRICK&MARBLE MASONS JOURNEY LEVEL $27.05 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEYLEVEL $43.59 1E 5P RESIDENTIAL ELECTRICIANS go JOURNEY LEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $31,99 1H 5G Page 7 iwa to KING COUNTY Effective 03-02-08 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $18.12 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $18.36 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $22,95 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $55.41 1G 5A RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $19.48 1 RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $36.08 1 B 5A willill RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $31.01 1 B 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $26.30 1 RESIDENTIAL TERRAZZO/TILE SETTERS JOURNEY LEVEL $41.96 1 M 5A ROOFERS U JOURNEY LEVEL $36.78 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $39.78 1R 5A SHEET METAL WORKERS JOURNEY LEVEL(FIELD OR SHOP) $51,97 1 E 6L SHIPBUILDING&SHIP REPAIR BOILERMAKER $31.46 1H 6W CARPENTER $30.74 16 6X ELECTRICIAN $30.37 1B 6X HEAT&FROST INSULATOR $46.59 iS 5J LABORER $29,26 16 6X MACHINIST $30.29 1B 6X Ali OPERATOR $30.22 1B 6X PAINTER $32.34 1B 6X PIPEFITTER $30.22 1B 6X RIGGER $30.33 16 6X SANDBLASTER $30.22 1B 6X SHEET METAL $30.48 1B 6X SHIPFITTER $30.32 16 6X TRUCKER $30.17 1 B 6X WAREHOUSE $30.20 1 B 6X WELDER/BURNER $30.32 16 6X SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $22.92 1 SIGN MAKER $21.36 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $27.28 1 SIGN MAKER $33.25 1 SOFT FLOOR LAYERS JOURNEY LEVEL $36.08 1 B 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S Page 8 411111 KING COUNTY Effective 03-02-08 +err (See Benefit Code Key) Over PREVAILING Time Holiday Note r► Classification WAGE Code Code Code SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $55.64 1X 5C ow STAGE RIGGING MECHANICS(NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 ire INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1 TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $30.66 2B 5A HOLE DIGGER/GROUND PERSON $17.19 2B 5A +rr INSTALLER(REPAIRER) $29.41 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A SPECIAL APPARATUS INSTALLER 1 $30.66 2B 5A as SPECIAL APPARATUS INSTALLER II $30.05 2B 5A TELEPHONE EQUIPMENT OPERATOR(HEAVY) $30.66 2B 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $28.53 2B 5A TELEVISION GROUND PERSON $16.31 2B 5A ft TELEVISION LINEPERSON/INSTALLER $21.68 2B 5A TELEVISION SYSTEM TECHNICIAN $35.78 2B 5A TELEVISION TECHNICIAN $23.19 2B 5A TREE TRIMMER $28.53 2B 5A TERRAZZO WORKERS&TILE SETTERS JOURNEY LEVEL $41.96 1M 5A TILE,MARBLE&TERRAZZO FINISHERS FINISHER $35.79 1B 5A TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $36.40 1 K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $41.19 1T 5D 8L ASPHALT MIX(OVER 16 YARDS) $41.90 1T 5D 8L DUMP TRUCK $41.19 1T 5D 8L rat DUMP TRUCK&TRAILER $41.90 1 T 5D 8L OTHER TRUCKS $41.90 1T 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS&IRRIGATION PUMP INSTALLERS wr IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $18.00 1 ,rr as Page 9 ov lrl BENEFIT CODE KEY-EFFECTIVE 03-02-08 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS,THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE- EIGHT(8) HOUR WORKWEEK DAY OR A FOUR-TEN (10) HOUR WORKWEEK DAY AND THE FIRST EIGHT(8) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST TWO(2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR- TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER it CONDITIONS OR EQUIPMENT BREAKDOWN)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST TWO(2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF 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 IN EXCESS OF TEN(10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS at WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAID AT ONE AND ONE-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. 0. THE FIRST TEN(10)HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS, HOLIDAYS AND AFTER TWELVE (12) HOURS, MONDAY THROUGH FRIDAY,AND AFTER TEN(10)HOURS ON SATURDAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS m SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. itrii BENEFIT CODE KEY-EFFECTIVE 03-02-08 -2- 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) rr HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10)HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY 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. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. err T. WORK PERFORMED IN EXCESS OF EIGHT(8)HOURS OF STRAIGHT TIME PER DAY,OR TEN(10)HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN(10) HOUR SHIFTS ARE ESTABLISHED,OR FORTY(40)HOURS OF STRAIGHT TIME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE. HOURS WORKED OVER TWELVE HOURS(12) IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT(8)HOURS OR MORE.. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF 9rr 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. rn V. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS(EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKE-UP DAYS DUE TO CONDITIONS BEYOND THE w� CONTROL OF THE EMPLOYER))SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. X. THE FIRST FOUR (4) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST iwt TWELVE(12)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER TWELVE (12) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WHEN HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AFTER SUNDAY, MONDAY, SHALL BE CONSIDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. s 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 art 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. err 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. w yr BENEFIT CODE KEY-EFFECTIVE 03-02-08 -3- G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 2. 1. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE 1 OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. P. THE FIRST EIGHT(8)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT 8) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. 4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). B. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 11 F. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(11). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY,AND CHRISTMAS(6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7). Im BENEFIT CODE KEY-EFFECTIVE 03-02-08 -4- K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, �r THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY (9). L. HOLIDAYS: NEW YEAR'S DAY,MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). M. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY(9). N. HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS' DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS' are DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). P. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(9). yrr 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, 'w DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). 5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS' DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). rl T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR AFTER CHRISTMAS(10). do U. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(8). V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS. WYI W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 irr 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 to DAY,THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY,NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, s THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND WL CHRISTMAS DAY(9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). E. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). rrr F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(11). BENEFIT CODE KEY-EFFECTIVE 03-02-08 -5- G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING 1R. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,AND CHRISTMAS EVE DAY(11). H. PAID HOLIDAYS: NEW YEAR'S DAY,NEW YEAR'S EVE DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY AFTER CHRISTMAS,AND A FLOATING HOLIDAY(10). I. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). J. PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY(9). 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,VETERANS DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY_ PRESIDENTS'DAY. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR lot DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY,CHRISTMAS DAY(9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING 11 DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE(9). W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY(10). 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'-$2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175'TO 250'-$5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET jai C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200'-DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL$1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B:$0.50,AND LEVEL C:$0.25. go aw BENEFIT CODE KEY-EFFECTIVE 03-02-08 -6- M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A&B: $1.00, +rr LEVELS C&D:$0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B:$0.75,LEVEL C:$0.50,AND LEVEL D:$0.25. 9. A. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO l AM IS WAGE PLUS 17.3% GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 31.4% B. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO 12:30 AM IS WAGE PLUS 10%FOR 7'/z HOURS WORKED GRAVEYARD FROM 12:30 AM TO 9:00 AM IS WAGE PLUS 15%7 HOURS WORKED lkw m r an rr ob a.w im air to dw — ENVIRONMENTAL — REGULATION LISTING ow No REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND 40 PRESERVATION OF PUBLIC NATURAL RESOURCES In accordance with the provisions of Chapter 62, Laws of 1973, H. B. 621, the Contract or shall wr secure any permits or licenses required by, and comply fully with all provisions of the following laws, ordinances, and resolutions %W 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. �r King County Ordinance No 800 No 900 No 1006 and Resolution No 8778 No 24553 No 24834, No. 6894 and No 1I242 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. Irr Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Repulation 1: 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. tw 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- +rrr R.C.W. 9048: 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 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. .rr R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. err ®r H:\DrVISION.S\UTILrrIE.S\WATER\RICK\Springbrook Springs\BIDSPECDOGbh rrr REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND 40 PRESERVATION OF PUBLIC NATURAL RESOURCES R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire am 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. rrr R. C. W. 7844: 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. air U.S. ARMY CORPS OF ENGINEERS Section I 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. rrr 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 an 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. it MISCELLANEOUS FEDERAL LEGISLATION rr 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. �rw H:\DNISION.S\UTILIT -S\wAT-R\RJCK\Springbrook Springs\BIDSPEC.DOGbh w REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND r PRESERVATION OF PUBLIC NATURAL RESOURCES WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME IN 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 (NUDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. .r. 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 w 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. wr W.A.C. 508-12-220: Requires permit to use ground water. ow 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. go 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.) aw WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for *W 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 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). 1W UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899• Requires permit for construction (other than 10 bridges, see U.S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain.) ow H:I DIVISION.S\UTILTTIE.S\WATER\RICK\Springbrook SpringsXBIDSPEC.DOCIM REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND w PRESERVATION OF PUBLIC NATURAL RESOURCES FIRE PROTECTION DISTRICT g 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 No fire protection district. UNITED STATES COAST GUARD No Section 9 of River and Harbor Act of March 3,_1_899, 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 Im 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. err " PUGET SOUND AIR POLLUTION CONTROL AGENCY .w Section 9.02(d) (2) (iii) of Regulation 1: Request for verification of population density. Contractor should be sure his operations are in compliance with Regulation 1,particularly Section 9.02 (outdoor fires), Section 9.04 (particulate matter -- dust), and Section 9.15 (preventing particulate matter from low becoming airborne). ENVIRONMENTAL PROTECTION AGENCY w 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 rr 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. +err All permits will be available at construction site. w wr w H:\DIVISION.S\UTILrM.SIWAT7ER\RICK\Springbrook SpringsTDDSPEC.DOGbh w E E t � WSDOT AMENDMENTS 1 i 1 1 t 1 F L 1 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 3 2006 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract 8 and supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the err► 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 INTRODUCTION dw 16 The following Amendments and Special Provisions shall be used in conjunction with the 17 2006 Standard Specifications for Road, Bridge, and Municipal Construction. 18 19 This project is designed in metric units. Among the Special Provisions contained in this 20 project are revisions to sections within Divisions 1, 6, 7 and 9 that provide conversion 21 methods and charts needed to administer this project utilizing the 2004 Standard 22 Specifications. 23 24 AMENDMENTS TO THE STANDARD SPECIFICATIONS .. 25 26 The following Amendments to the Standard Specifications are made a part of this contract 27 and supersede any conflicting provisions of the Standard Specifications. For informational r 28 purposes, the date following each Amendment title indicates the implementation date of the 29 Amendment or the latest date of revision. 30 31 Each Amendment contains all current revisions to the applicable section of the Standard 32 Specifications and may include references which do not apply to this particular project. 33 34 SECTION 1-04, SCOPE OF THE WORK 35 April 3, 2006 36 1-04.6 Variation in Estimated Quantities 37 The third paragraph beginning with "If the adjusted final quantity of any items", is revised to 38 read: 39 1' 40 If the adjusted final quantity of any item does not vary from the quantity shown in the 41 proposal by more than 25%, then the Contractor and the Contracting Agency agree that 42 all work under that item will be performed at the original contract unit price. 43 44 SECTION 1-06, CONTROL OF MATERIAL 45 April 3, 2006 46 1-06.1 Approval of Materials Prior To Use .r 47 The second sentence in the first paragraph is revised to read: TEST2 +ter 1 2 The Contractor shall use the Qualified Product List (QPL), the Aggregate Source 3 Approval (ASA) Database, or the Request for Approval of Material (RAM) form. 4 5 Number 1 under the second paragraph is revised to read: 6 7 1. Shall be new, unless the Special Provisions or Standard Specifications permit 8 otherwise; 9 10 1-06.1(1) Qualified Products List (QPL) 11 This section is supplemented with the following: 12 13 The current QPL can be accessed on-line at www.wsdot.wa.qov/biz/mats/QPUQPL.cfm 14 15 The following new sub-section is inserted to follow 1-06.1(2). 16 17 1-06.1(3) Aggregate Source Approval(ASA) Database 18 The ASA is a database containing the results of WSDOT preliminary testing of 19 aggregate sources. This database is used by the Contracting Agency to indicate the 20 approval status of these aggregate sources for applications that require preliminary .wr 21 testing as defined in the contract. The ASA 'Aggregate Source Approval Report' 22 identifies the currently approved applications for each aggregate source listed. The 23 acceptance and use of these aggregates is contingent upon additional job sampling „ 24 and/or documentation. 25 26 Aggregates approved for applications on the ASA 'Aggregate Source Approval Report' 27 not conforming to the specifications, not fulfilling the acceptance requirements, or 28 improperly handled or installed, shall be replaced at the Contractor's expense. 29 30 For questions regarding the approval status of an aggregate source, contact the 31 WSDOT Regional Materials Engineer for the Region the source is located in. The 32 Contracting Agency reserves the right to make revisions to the ASA database at 33 anytime. 34 35 If there is a conflict between the ASA database and the contract, then the contract shall 36 take precedence over the ASA database in accordance with Section 1-04.2. The ASA 37 database can be accessed on-line at www.wsdot.wa.gov/biz/mats/ASA 38 rrr r► TEST2 2 1 1-06.2(2)D Quality Level Analysis 2 Item 9 under the first paragraph is revised to read: 3 4 9. Determine the Composite Pay Factor(CPF)for each lot. 5 6 MW 7 CPF = f1(PF1) + f2(PF2) +••.+ fi(PFi) 8 If. 9 i = 1toj 10 11 where: fi = price adjustment factor listed in these 12 Specifications for the applicable material 13 14 j = number of constituents being evaluated 15 16 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 17 August 7, 2006 18 1-07.9(1) General 19 The fifth paragraph is revised to read: wn 20 21 If employing labor in a class not listed in the contract provisions on state funded projects 22 only, the Contractor shall request a determination of the correct wage and benefits rate 23 for that class and locality from the Industrial Statistician, Washington State Department 24 of Labor and Industries (State L&I), and provide a copy of those determinations to the 25 Engineer. 26 27 The fifth paragraph is supplemented with the following new paragraph: 28 29 If employing labor in a class not listed in the contract provisions on federally funded 30 projects, the Contractor shall request a determination of the correct wage and benefits 31 for that class and locality from the U. S. Secretary of Labor through the project 32 engineer's office. Generally, the contractor initiates the request by preparing standard "" 33 form 1444 and submitting it to the project engineers' office for further action. 34 35 1-07.10 Worker's Benefits 36 The fourth paragraph is revised to read: 37 38 The Public Works Contract Division of the Washington State Department of Labor and .r 39 Industries will provide the Contractor with applicable industrial insurance and medical 40 aid classification and premium rates. After receipt of Revenue Re/ease from the 41 Washington State Department of Revenue, the contracting agency will verify through the ,,. 42 Department of Labor and Industries that the Contractor is current with respect to the 43 payments of industrial insurance and medical aid premiums. 44 45 1-07.15 Temporary Water Pollution/Erosion Control 46 The first paragraph is revised to read: 47 TEST2 3 1 In an effort to prevent, control, and stop water pollution and erosion within the project, 2 thereby protecting the work, nearby land, streams, and other bodies of water, the 3 Contractor shall perform all work in strict accordance with all Federal, State, and local 4 laws and regulations governing waters of the State, as well as permits acquired for the 5 project. 6 7 SECTION 1-08, PROSECUTION AND PROGRESS 8 December 4, 2006 "" 9 1-08.1 Subcontracting 10 The eighth paragraph (beginning with - On all projects funded with both Contracting Agency 46 11 funds and Federal assistance ...) is supplemented with the following: 12 13 The Contractor has the option of submitting actual MBE/WBE or DBE payment data, on 14 Federally assisted, Federally assisted and Contracting agency funded, and Contracting 15 Agency funded only contracts to the contracting agency on a monthly basis using the 16 Contract Monitoring and Tracking System (CMATS) through the BizWeb application err 17 located at http://www.omwbe.wa.gov/bizwebatwashington. Use of CMATS will become a 18 requirement for all contractors effective January 7, 2008. 19 , 20 1-08.3 Progress Schedule 21 Section 1-08.3 and all subsections are deleted in their entirety and replaced with the 22 following: 23 24 1-08.3 Progress Schedule 25 1-08.3(1) General Requirements 26 The Contractor shall submit Type A or Type B Progress Schedules and Schedule 27 Updates to the Engineer for approval. Schedules shall show work that complies 28 with all time and order of work requirements in the contract. Scheduling terms and 29 practices shall conform to the standards established in Construction Planning and 30 Scheduling, Second Edition, published by the Associated General Contractors of 31 America. Except for Weekly Look-Ahead Schedules, all schedules shall meet 32 these General Requirements, and provide the following information: 33 34 1. Include all activities necessary to physically complete the project. 35 36 2. Show the planned order of work activities in a logical sequence. 37 38 3. Show durations of work activities in working days as defined in Section 1- 39 08.5. 40 41 4. Show activities in durations that are reasonable for the intended work. 42 43 5. Define activity durations in sufficient detail to evaluate the progress of 44 individual activities on a daily basis. 45 46 6. Show the physical completion of all work within the authorized contract 47 time. 48 49 The Contracting Agency allocates its resources to a contract based on the total 50 time allowed in the contract. The Contracting Agency may accept a Progress 51 Schedule indicating an early physical completion date but cannot guarantee the to TEST2 4 V0 1 Contracting Agency's resources will be available to meet an accelerated schedule. 2 No additional compensation will be allowed if the Contractor is not able to meet 3 their accelerated schedule due to the unavailability of Contracting Agency's 4 resources or for other reasons beyond the Contracting Agency's control. �r 5 6 If the Engineer determines that the Progress Schedule or any necessary Schedule 7 Update does not provide the required information, then the schedule will be 8 returned to the Contractor for correction and resubmittal. 9 10 The Engineer's approval of any schedule shall not transfer any of the Contractor's 11 responsibilities to the Contracting Agency. The Contractor alone shall remain 12 responsible for adjusting forces, equipment, and work schedules to ensure 13 completion of the work within the time(s) specified in the contract. 14 15 1-08.3(2) Progress Schedule Types 16 Type A Progress Schedules are required on all projects that do not contain the bid 17 item for Type B Progress Schedule. Type B Progress Schedules are required on all 18 projects that contain the bid item for Type B Progress Schedule. Weekly Look- 19 Ahead Schedules and Schedule Updates are required on all projects. 20 21 1-08.3(2)A Type A Progress Schedule 22 The Contractor shall submit five copies of a Type A Progress Schedule no later 23 than 10 days after the date the contract is executed, or some other mutually �r. 24 agreed upon submittal time. The schedule may be a critical path method 25 (CPM) schedule, bar chart, or other standard schedule format. Regardless of 26 which format used, the schedule shall identify the critical path. The Engineer 27 will evaluate the Type A Progress Schedule and approve or return the schedule 28 for corrections within 15 calendar days of receiving the submittal. 29 30 1-08.3(2)B Type B Progress Schedule 31 The Contractor shall submit a preliminary Type B Progress Schedule no later 32 than five calendar days after the date the contract is executed. The 33 preliminary Type B Progress Schedule shall comply with all of these 34 requirements and the requirements of Section 1-08.3(1), except that it may be 35 limited to only those activities occurring within the first 60 working days of the 36 project. we 37 38 The Contractor shall submit five copies of a Type B Progress Schedule no later 39 than 30 calendar days after the date the contract is executed. The schedule "' 40 shall be a critical path method (CPM) schedule developed by the Precedence 41 Diagramming Method (PDM). Restraints may be utilized, but may not serve to 42 change the logic of the network or the critical path. The schedule shall display wr 43 at least the following information: 44 45 Contract Number and Title ar 46 Construction Start Date 47 Critical Path 48 Activity Description rr 49 Milestone Description 50 Activity Duration 51 Predecessor Activities 52 Successor Activities �r TEST2 5 Ow 1 Early Start (ES) and Early Finish (EF) for each activity 2 Late Start (LS) and Late Finish (LF) for each activity 3 Total Float (TF) and Free Float (FF) for each activity 4 Physical Completion Date 5 Data Date 6 7 The Engineer will evaluate the Type B Progress Schedule and approve or 8 return the schedule for corrections within 15 calendar days of receiving the 9 submittal. 10 11 1-08.3(2)C Vacant 12 13 1-08.3(2)D Weekly Look-Ahead Schedule 14 Each week that work will be performed, the Contractor shall submit a Weekly go 15 Look-Ahead Schedule showing the Contractor's and all subcontractors' 16 proposed work activities for the next two weeks. The Weekly Look-Ahead 17 Schedule shall include the description, duration and sequence of work, along ow 18 with the planned hours of work. This schedule may be a network schedule, 19 bar chart, or other standard schedule format. The Weekly Look-Ahead 20 Schedule shall be submitted to the Engineer by the midpoint of the week 21 preceding the scheduled work or some other mutually agreed upon submittal 22 time. 23 24 1-08.3(3) Schedule Updates 25 The Engineer may request a Schedule Update when any of the following events 26 occur: 27 go 28 1. The project has experienced a change that affects the critical path. 29 30 2. The sequence of work is changed from that in the approved schedule. 31 32 3. The project is significantly delayed. 33 34 4. Upon receiving an extension of contract time. 35 36 The Contractor shall submit five copies of a Type A or Type B Schedule Update 37 within 15 calendar days of receiving a written request, or when an update is 38 required by any other provision of the contract. A "significant" delay in time is 39 defined as 10 working days or 10 percent of the original contract time, whichever is 40 greater. 41 42 In addition to the other requirements of this Section, Schedule Updates shall reflect 4 43 the following information: 44 45 1. The actual duration and sequence of as-constructed work activities, 46 including changed work. 47 48 2. Approved time extensions. 49 50 3. Any construction delays or other conditions that affect the progress of the 51 work. 52 TEST2 6 1 4. Any modifications to the as-planned sequence or duration of remaining 2 activities. 3 4 5. The physical completion of all remaining work in the remaining contract 5 time. 6 7 Unresolved requests for time extensions shall be reflected in the Schedule Update 8 by assuming no time extension will be granted, and by showing the effects to 9 follow-on activities necessary to physically complete the project within the currently 10 authorized time for completion. err 11 12 1-08.3(4) Measurement 13 No specific unit of measurement shall apply to the lump sum item for Type B so 14 Progress Schedule. 15 16 1-08.3(5) Payment ON 17 Payment will be made in accordance with Section 1-04.1, for the following bid item 18 when it is included in the proposal: 19 20 "Type B Progress Schedule", lump sum. 21 22 The Lump Sum price shall be full pay for all costs for furnishing the Type B 23 Progress Schedule and preliminary Type B Progress Schedule. 24 25 Payment of 80 percent of the lump sum price will be made upon approval of the 26 Progress Schedule. + r 27 28 Payment will be increased to 100 percent of the lump sum price upon completion of 29 80 percent of the original total contract award amount. 30 31 All costs for providing Type A Progress Schedules and Weekly Look-Ahead 32 Schedules are considered incidental to other items of work in the contract. 4w 33 34 No payment will be made for Schedule Updates that are required due to the 35 Contractors operations. Schedule Updates required by events that are attributed to 36 the actions of the Contracting Agency will be paid for in accordance with Section 1- �` 37 09.4. 38 39 1-08.4 Prosecution of Work 1Ym 40 The first sentence is revised to read: 41 42 The Contractor shall begin work within 21 calendar days from the date of execution of "" 43 the contract by the Contracting Agency, unless otherwise approved in writing. 44 45 1-08.5 Time for Completion Ow 46 This section is revised to read: 47 48 The Contractor shall complete all physical contract work within the number of "working 49 days" stated in the Contract Provisions or as extended by the Engineer in accordance 50 with Section 1-08.8. Every day will be counted as a "working day" unless it is a 51 nonworking day or an Engineer determined unworkable day. A nonworking day is r 52 defined as a Saturday, a Sunday, a whole or half day on which the contract specifically 1W TEST2 7 Omw 1 prohibits work on the critical path of the Contractor's approved progress schedule, or di► 2 one of these holidays: January 1, the third Monday of January, the third Monday of 3 February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day 4 after Thanksgiving, and Christmas Day. When any of these holidays fall on a Sunday, 5 the following Monday shall be counted a nonworking day. When the holiday falls on a 6 Saturday, the preceding Friday shall be counted a nonworking day. The days between 7 December 25 and January 1 will be classified as nonworking days. 8 9 An unworkable day is defined as a half or whole day the Engineer declares to be 10 unworkable because of weather or conditions caused by the weather that prevents 11 satisfactory and timely performance of the work shown on the critical path of the 12 Contractor's approved progress schedule. Other conditions beyond the control of the 13 Contractor may qualify for an extension of time in accordance with Section 1-08.8. 14 +rr 15 Contract time shall begin on the first working day following the 21st calendar day after 16 the date the Contracting Agency executes the contract. If the Contractor starts work on 17 the project at an earlier date, then contract time shall begin on the first working day No 18 when onsite work begins. The contract provisions may specify another starting date for 19 contract time, in which case, time will begin on the starting date specified. 20 so 21 Each working day shall be charged to the contract as it occurs, until the contract work is 22 physically complete. If substantial completion has been granted and all the authorized 23 working days have been used, charging of working days will cease. Each week the so 24 Engineer will provide the Contractor a statement that shows the number of working 25 days: (1) charged to the contract the week before; (2) specified for the physical 26 completion of the contract; and (3) remaining for the physical completion of the contract. 27 The statement will also show the nonworking days and any half or whole day the " 28 Engineer declares as unworkable. Within 10 calendar days after the date of each 29 statement, the Contractor shall file a written protest of any alleged discrepancies in it. 30 To be considered by the Engineer, the protest shall be in sufficient detail to enable the 31 Engineer to ascertain the basis and amount of time disputed. By not filing such detailed 32 protest in that period, the Contractor shall be deemed as having accepted the statement 33 as correct. 34 35 The Engineer will give the Contractor written notice of the physical completion date for 36 all work the contract requires. That date shall constitute the physical completion date of 40 37 the contract, but shall not imply the Secretary's acceptance of the work or the contract. 38 39 The Engineer will give the Contractor written notice of the completion date of the 40 contract after all the Contractor's obligations under the contract have been performed by 41 the Contractor. The following events must occur before the Completion Date can be 42 established: 43 44 1. The physical work on the project must be complete; and 45 46 2. The Contractor must furnish all documentation required by the contract and " 47 required by law, to allow the Contracting Agency to process final acceptance of 48 the contract. The following documents must be received by the Project 49 Engineer prior to establishing a completion date: 50 51 a. Certified Payrolls (Federal-aid Projects) 52 b. Material Acceptance Certification Documents TEST2 8 1 c. Annual Report of Amounts Paid as MBEM/BE Participants or �. 2 Quarterly Report of Amounts Credited as DBE Participation, as 3 required by the Contract Provisions. 4 d. FHWA 47 (Federal-aid Projects) 5 e. Final Contract Voucher Certification 6 7 1-08.8 Extensions of Time 8 Section 1-08.8 is revised to read: 9 10 The Contractor shall submit any requests for time extensions to the Engineer in writing 11 no later than 10 working days after the delay occurs. The requests for time extension 12 shall be limited to the affect on the critical path of the Contractor's approved schedule 13 attributable to the change or event giving rise to the request. +r 14 15 To be considered by the Engineer, the request shall be in sufficient detail (as determined 16 by the Engineer) to enable the Engineer to ascertain the basis and amount of the time 17 requested. The request shall include an updated schedule that supports the request 18 and demonstrates that the change or event: (1) had a specific impact on the critical 19 path, and except in cases of concurrent delay, was the sole cause of such impact, and 20 (2) could not have been avoided by resequencing of the work or by using other 21 reasonable alternatives. If a request combined with previous extension requests, 22 equals 20 percent or more of the original contract time then the Contractor's letter of 23 request must bear consent of Surety. In evaluating any request, the Engineer will 24 consider how well the Contractor used the time from contract execution up to the point 25 of the delay and the effect the delay has on any completion times included in the special 26 provisions. The Engineer will evaluate and respond within 15 calendar days of 27 receiving the request. 28 29 The authorized time for physical completion will be extended for a period equal to the 30 time the Engineer determines the work was delayed because of: 31 32 1. Adverse weather causing the time requested to be unworkable, provided that 33 the Engineer had not already declared the time to be unworkable and the 34 Contractor has filed a written protest according to Section 1-08.5. 35 36 2. Any action, neglect, or default of the Contracting Agency, its officers, or 37 employees, or of any other contractor employed by the Contracting Agency. 38 39 3. Fire or other casualty for which the Contractor is not responsible. 40 41 4. Strikes. 42 43 5. Any other conditions for which these Specifications permit time extensions 44 such as: 45 do 46 a. In Section 1-04.4 if a change increases the time to do any of the work 47 including unchanged work. 48 49 b. In Section 1-04.5 if increased time is part of a protest that is 50 found to be a valid protest. 51 wr TEST2 9 1 c. In Section 1-04.7 if a changed condition is determined to exist that + 2 caused a delay in completing the contract. 3 4 d. In Section 1-05.3 if the Contracting Agency does not approve properly 5 prepared and acceptable drawings within 30 calendar days. 6 7 e. In Section 1-07.13 if the performance of the work is delayed as a 8 result of damage by others. ` 9 10 f. In Section 1-07.17 if the removal or the relocation of any utility by 11 forces other than the Contractor caused a delay. 12 13 g. In Section 1-07.24 if a delay results from all the right of way 14 necessary for the construction not being purchased and the special 15 provisions does not make specific provisions regarding unpurchased 16 right of way. 17 18 h. In Section 1-08.6 if the performance of the work is suspended, 19 delayed, or interrupted for an unreasonable period of time that proves 20 to be the responsibility of the Contracting Agency. 21 22 i. In Section 1-09.11 if a dispute or claim also involves a delay in 23 completing the contract and the dispute or claim proves to be valid. 24 25 j. In Section 1-09.6 for work performed on a force account basis. 26 27 6. If the actual quantity of work performed for a bid item was more than the 28 original plan quantity and increased the duration of a critical activity. 29 Extensions of time will be limited to only that quantity exceeding the original 30 plan quantity. ar► 31 32 7. Exceptional causes not specifically identified in items 1 through 6, provided the 33 request letter proves the Contractor had no control over the cause of the delay irr 34 and could have done nothing to avoid or shorten it. 35 36 Working days added to the contract by time extensions, when time has overran, shall 37 only apply to days on which liquidated damages or direct engineering have been 38 charged, such as the following: 39 40 If substantial completion has been granted prior to all of the authorized working 41 days being used, then the number of days in the time extension will eliminate an 42 equal number of days on which direct engineering charges have accrued. If the 43 substantial completion date is established after all of the authorized working days 44 have been used, then the number of days in the time extension� will eliminate an 45 equal number of days on which liquidated damages or direct engineering charges 46 have accrued. 47 The Engineer will not allow a time extension for any cause listed above if it resulted 48 from the Contractor's default, collusion, action or inaction, or failure to comply with 49 the contract. r 50 The Contracting Agency considers the time specified in the special provisions as 51 sufficient to do all the work. For this reason, the Contracting Agency will not grant a 52 time extension for: 4W to TEST2 10 err 1 2 Failure to obtain all materials and workers unless the failure was the result of 3 exceptional causes as provided above in subsection 7; 4 5 Changes, protests, increased quantities, or changed conditions (Section 1-04) 6 that do not delay the completion of the contract or prove to be an invalid or 7 inappropriate time extension request; 8 9 Delays caused by nonapproval of drawings or plans as provided in Section 10 1-05.3; "" 11 12 Rejection of faulty or inappropriate equipment as provided in Section 1-05.9; 13 14 Correction of thickness deficiency as provided in Section 5-05.5(1)B. 15 16 The Engineer will determine whether the time extension should be granted, the reasons w 17 for the extension, and the duration of the extension, if any. Such determination will be 18 final as provided in Section 1-05.1. 19 20 SECTION 1-09, MEASUREMENT AND PAYMENT 21 December 4, 2006 22 1-09.6 Force Account 23 The last paragraph under "3. For Equipment" is revised to read: 24 25 Copies of the AGC/WSDOT Equipment Rental Agreement will be maintained on the 26 Contracting Agency's web site at www.wsdot.wa.gov. 27 28 1-09.9(1) Retainage 29 The fourth paragraph is revised to read: 30 31 Release of the retainage will be made 60 days following the Completion Date (pursuant 32 to RCW 39.12, and RCW 60.28) provided the following conditions are met: 33 34 1. On contracts totaling more than $20,000, a release has been obtained from the r 35 Washington State Department of Revenue. 36 37 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file +�+ 38 with the Contracting Agency (RCW 39.12.040). 39 40 3. A certificate of Payment of Contributions Penalties and Interest on Public Aw 41 Works Contract is received from the Washington State Employment Security 42 Department. 43 r„ 44 4. Washington State Department of Labor and Industries (per section 1-07.10) 45 shows the Contractor is current with payments of industrial insurance and 46 medical aid premiums. a 47 w 48 5. All claims, as provided by law, filed against the retainage have been resolved. 49 In the event claims are filed and provided the conditions of 1, 2, 3 and 4 are 50 met, the Contractor will be paid such retained percentage less an amount 51 sufficient to pay any such claims together with a sum determined by the +r► TEST2 11 err 1 Contracting Agency sufficient to pay the cost of foreclosing on claims and to ft 2 cover attorney's fees. 3 4 SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT 5 August 7, 2006 6 2-03.3(2) Rock Cuts 7 This section is revised to read: 8 9 1. Preserving Rock Below Subgrade. The Contractor shall take care not to break 10 down, loosen, or damage the rock under the subgrade line, except as provided by 11 Section 2-03.3(3). Normally cuts will be made from the top, lift by lift, to protect the 12 rock bench that will remain. The Contractor shall be responsible for methods used 13 and for any damage caused to the roadbed, regardless of any previous approvals 14 by the Engineer. 15 16 2. Scaling and Dressing. To leave rock cuts in a safe, stable condition, the 17 Contractor shall scale and dress them, removing all loose fragments and rocks not 18 firmly fastened to the rock slope. The Contractor shall also remove any 19 overhanging rock the Engineer sees as a hazard to roadway users. 20 21 If the Engineer requires it, the Contractor shall remove loose fragments and rocks 22 lying outside the slope stakes. Payment for such extra work shall be by force to 23 account as provided in Section 1-09.6. The Contracting Agency will pay for loading 24 and hauling these materials at the unit contract prices that apply or as provided in 25 Section 1-04.4. 26 27 3. Drilling and Blasting. Not less than two weeks prior to commencing drilling and 28 blasting operations or at any time the Contractor proposes to change the drilling 29 and blasting methods, the Contractor shall submit a blasting plan to the Engineer 30 for review. The blasting plan shall contain the full details of the drilling and blasting 31 patterns and controls the Contractor proposes to use for both the controlled and 32 production blasting. The blasting plan submittal is required for all blasting ` 33 operations and shall contain the following minimum information: 34 35 a) Station limits of proposed shot. + 36 37 b) Plan and section views of proposed drill pattern including free face, 38 burden, blast hole spacing, blast hole diameter, blast hole angles, lift 10 39 height, and subdrill depth. 40 41 c) Loading diagram showing type and amount of explosives, primers, .r 42 initiators, and location and depth of stemming. 43 44 d) Initiation sequence of blast holes including delay times and delay system. g 45 46 e) Manufacturer's data sheets for all explosives, primers, and initiators to be 47 employed. 48 49 Review of the blasting plan by the Engineer shall not relieve the Contractor of the 50 responsibility for the accuracy and adequacy of the plan when implemented in the 51 field. so TEST2 12 aw 1 2 When blasting to establish slopes 112 to 1 or steeper, and more than 10 feet high, 3 the Contractor shall use controlled blasting. The Engineer may require the 4 Contractor to use controlled blasting to form the faces of other slopes, even if the 5 slopes could be formed by nonblasting methods. 6 7 Controlled blasting refers to the controlled use of explosives and blasting 8 accessories in carefully spaced and aligned drill holes to provide a free surface or 9 shear plane in the rock along the specified backslope. Controlled blasting 10 techniques covered by this specification include presplitting and cushion blasting. 11 12 In addition to the blasting plan submittal, when using controlled blasting the 13 Contractor shall: � . 14 15 a) Prior to commencing full-scale blasting operations, the Contractor shall 16 demonstrate the adequacy of the proposed blast plan by drilling, blasting, 17 and excavating short test sections, up to 100 feet in length, to determine 18 which combination of method, hole spacing, and charge works best. 19 When field conditions warrant, the Contractor may be ordered to use test 20 section lengths less than 100 feet. 21 22 Unless otherwise approved by the Engineer, the Contractor shall begin the 23 tests with the controlled blast holes spaced 30-inches apart, then adjust if �"' 24 needed, until the Engineer approves the spacing to be used for full-scale 25 blasting operations. 26 AM 27 b) The Contractor shall completely remove all overburden soil and loose or 28 decomposed rock along the top of the excavation for a distance of at least 29 30 feet beyond the end of the production hole drilling limits, or to the end go 30 of the cut, before drilling the presplitting holes. 31 32 c) The controlled blast holes shall be not less than 21/2 inches nor more than ,,. 33 3 inches in diameter. 34 35 d) The Contractor shall control drilling operations by the use of the proper �. 36 equipment and technique to ensure that no hole shall deviate from the 37 plane of the planned slope by more than 9 inches either parallel or normal 38 to the slope. Drill holes exceeding these limits shall not be paid for unless 39 satisfactory slopes are being obtained. 40 41 e) Controlled blast holes shall extend a minimum of 30 feet beyond the limits 42 of the production holes to be detonated, or to the end of the cut as aw 43 applicable. 44 45 f) The length of controlled blast holes for any individual lift shall not exceed "" 46 20 feet unless the Contractor can demonstrate to the Engineer the ability 47 to stay within the above tolerances and produce a uniform slope. If 48 greater than 5 percent of the presplit holes are misaligned in any one lift, 49 the Contractor shall reduce the height of the lifts until the 9-inch alignment 50 tolerance is met. Upon satisfactory demonstration, the length of holes 51 may be increased to a maximum of 60 feet with written approval of the 52 Engineer. TEST2 13 +rrr 1 2 g) When the cut height requires more than one lift, a maximum 2-foot offset 3 between lifts will be permitted to allow for drill equipment clearances. The 4 Contractor shall begin the control blast hole drilling at a point that will 5 allow for necessary offsets and shall adjust, at the start of lower lifts, to 6 compensate for any drift that may have occurred in the upper lifts. 7 8 h) Before placing charges, the Contractor shall determine that the hole is free " 9 of obstructions for its entire depth. All necessary precautions shall be 10 exercised so that the placing of the charges will not cause caving of 11 material from the walls of the holes. 12 13 i) The maximum diameter of explosives used in presplit holes shall not be 14 greater than 112 the diameter of the presplit hole. 15 16 j) Only standard explosives manufactured especially for controlled blasting 17 shall be used in controlled blast holes, unless otherwise approved by the .rr► 18 Engineer. Bulk ammonium nitrate and fuel oil (ANFO) shall not be allowed 19 to be loaded in the presplit holes. 20 21 k) If fractional portions of standard explosive cartridges are used, they shall 22 be firmly affixed to the detonating cord in a manner that the cartridges will 23 not slip down the detonating cord nor bridge across the hole. Spacing of 24 fractional cartridges along the length of the detonating cord shall not 25 exceed 30 inches center to center and shall be adjusted to give the 26 desired results. 27 28 1) Continuous column cartridge type of explosives used with detonating cord 29 shall be assembled and affixed to the detonating cord in accordance with 30 the explosive manufacturer's instructions, a copy of which shall be 31 furnished to the Engineer. 32 33 m) The bottom charge of a presplit hole may be larger than the line charges wr 34 but shall not be large enough to cause overbreak. The top charge of the 35 presplitting hole shall be placed far enough below the collar, and reduced 36 sufficiently, to avoid overbreaking and heaving. 37 38 n) The upper portion of all presplit holes, from the top most charge to the 39 hole collar, shall be stemmed. Stemming materials shall be sand or other 40 dry angular material, all of which passes a 3/8-inch sieve. 41 42 o) If presplitting is specified, the detonation of these holes shall be fired first. 43 44 p) If cushion blasting is specified, the detonation of these holes shall be fired 45 last on an instantaneous delay after all other blasting has taken place in 46 the excavation. 47 48 q) Production blast holes shall not be drilled closer than 6 feet to the 49 controlled blast line, unless approved by the Engineer. The bottom of the 50 production holes shall not be lower than the bottom of the controlled blast 51 holes. Production holes shall not exceed 6 inches in diameter, unless TEST2 14 N, 1 approved by the Engineer. Detonation of production holes shall be on a 2 delay sequence toward a free face. 3 4 r) The use of horizontal blast holes for either production or controlled "` 5 blasting is prohibited. 6 7 SECTION 2-09, STRUCTURE EXCAVATION 8 January 3, 2006 9 2-09.3(1)E Backfilling 10 Item 1 of the first paragraph under Compaction is revised to read: 11 12 1. Backfill supporting roadbed, roadway embankments, or structures, including backfill 13 providing lateral support for noise barrier wall foundations, luminaire poles, traffic 14 signal standards, and roadside and overhead sign structure foundations — placed 15 in horizontal layers no more than 6 inches thick with each layer compacted to 16 95 percent of the maximum density determined by the Compaction Control Test, 17 Section 2-03.3(14)D. 18 19 SECTION 2-12 CONSTRUCTION GEOTEXTILE 20 August 7, 2006 21 The section title is revised to read: �. 22 23 CONSTRUCTION GEOSYNTHETIC 24 25 2-12 CONSTRUCTION GEOTEXTILE 26 This heading is revised to read: 27 28 2-12 CONSTRUCTION GEOSYNTHETIC 29 30 2-12.1 Description 31 The word geotextile is revised to geosynthetic. 32 33 2-12.2 Materials 34 In the first and second paragraphs geotextile is revised to geosynthetic. 35 36 2-12.3 Construction Requirements 37 In the first, second, and third paragraphs geotextile is revised to geosynthetic. 38 39 SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES 40 August 7, 2006 41 3-01.4(1) Acquisition and Development 42 The first paragraph is revised to read: 43 44 If, under the terms of the Contract, the Contractor is required to provide a source of 45 materials, or if the Contractor elects to use materials from sources other than those 46 provided by the Contracting Agency, the Contractor shall, at no expense to the 47 Contracting Agency, make all necessary arrangements for obtaining the material and TEST2 15 aw 1 shall ensure the quantity of suitable material is available. Preliminary samples shall be 2 taken by or in the presence of the Engineer or a designated representative unless the 3 Engineer permits otherwise. Approval of the source does not relieve the Contractor 4 from meeting these specification requirements, nor does it guarantee that the material 5 will meet these requirements without additional or proper processing. The Engineer 6 may require additional preliminary samples at any time. 7 8 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION 9 December 4, 2006 10 5-01.3(2)B Portland Cement Concrete ""r 11 The third paragraph beginning with "Acceptance testing" is supplemented with the following: 12 13 The Contractor shall provide cure boxes in accordance with Section 6-02.3(5)H, and 14 protect concrete cylinders in cure boxes from excessive vibration and shock waves 15 during the curing period in accordance with Section 6-02.3(6)D. Payment for cure 16 boxes shall be in accordance with Section 6-02.5. .r 17 18 5-01.3(4) Replace Portland Cement Concrete Panel 19 The third paragraph is revised to read: , 20 21 When new concrete pavement is to be placed against existing cement concrete 22 pavement, epoxy coated tie bars and epoxy coated dowel bars shall be drilled and 23 grouted into the existing pavement with either Type I or IV epoxy resin as specified in 24 Section 9-26. Tie bars are not required for panel replacement less than a full panel. 25 26 5-01.3(6) Dowel Bar Retrofit 27 The fourth and fifth sentences in the second paragraph are revised to read: 28 29 When gang saws are used, slots that are not used shall be cleaned and sealed with 30 either Type I or IV epoxy resin as specified in Section 9-26. 31 32 The sixth paragraph is revised to read: + ► 33 34 All slot surfaces shall be cleaned to bare concrete by sand blasting. The cleaning shall 35 remove all slurry, parting compound, and other foreign materials prior to installation of 36 the dowel. Any damage to the concrete shall be repaired by the Contractor at no cost to 37 the Contracting Agency. Traffic shall not be allowed on slots where concrete has been 38 removed. 39 40 5-01.3(10) Pavement Smoothness 41 This section is revised to read: 42 43 Perform the work described in Section 5-05.3(12), and the following: 44 45 Where the pavement is ground, calculation of the profile index shall exclude dips 46 and depressions in the existing roadway. The profilograph generated reports shall 47 be provided to the Engineer prior to payment. 48 ow 49 5-01.5 Payment 50 This section is revised to read: 51 +rr TEST2 16 10 VW 1 In the 15th paragraph for Sealing Transverse and Longitudinal Joints, delete "Cement 2 Concrete Pavement Grinding", per square yard. 3 4 At the top of the 16th paragraph add "Cement Concrete Pavement Grinding", per to 5 square yard. 6 7 The second sentence in the 16th paragraph is revised to read: no 8 9 The costs of any additional pavement grinding and profiling required to complete 10 the work as specified is also included in this payment. 11 12 The 18th paragraph for Replace Uncompactable Material is supplemented with the 13 following: 14 15 All costs associated with the containment, collection and disposal of concrete slurry 16 and grinding residue shall be included in the applicable concrete grinding or cutting r. 17 items of work. 18 - 19 SECTION 5-05, CEMENT CONCRETE PAVEMENT +.w 20 December 4, 2006 21 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 22 The ninth paragraph beginning with "Acceptance testing for compliance" is supplemented 23 with the following: 24 25 The Contractor shall provide cure boxes in accordance with Section 6-02.3(5)H, and 26 protect concrete cylinders in cure boxes from excessive vibration and shock waves 27 during the curing period in accordance with Section 6-02.3(6)D. Payment for cure 28 boxes shall be in accordance with Section 6-02.5. �.. 29 30 5-05.3(7) Placing, Spreading, and Compacting Concrete 31 The second paragraph is revised to read: .. 32 33 The average density of the cores shall be at least 97 percent of the approved mix 34 design density or the actual concrete density when determined by the Contractor using 35 AASHTO T 121 with no cores having a density of less than 96 percent. 36 37 5-05.3(10) Tie Bars and Dowel Bars 38 The second sentence in the seventh paragraph is revised to read: 39 40 The epoxy-bonding agent shall be either Type I or IV epoxy resin as specified in Section 41 9-26. 42 43 5-05.3(12) Surface Smoothness 44 The first sentence in the first paragraph is revised to read: 45 46 The pavement smoothness will be checked with equipment furnished and operated by aw 47 the Contractor, under supervision of the Engineer, within 48 hours following placement 48 of concrete. 49 W. aw TEST2 17 410 1 SECTION 6-02, CONCRETE STRUCTURES 2 December 4, 2006 3 6-02.3(2) Proportioning Materials ry 4 The third paragraph is revised to read: 5 6 The use of fly ash is required for Class 4000D and 4000P concrete, except that ground „, 7 granulated blast furnace slag may be substituted for fly ash at a 1:1 ratio. The use of fly 8 ash and ground granulated blast furnace slag is optional for all other classes of 9 concrete. 10 11 6-02.3(2)A Contractor Mix Design 12 The first paragraph is revised to read: 13 14 The Contractor shall provide a mix design in writing to the Engineer for all classes of 15 concrete specified in the Plans except for those accepted based on a Certificate of 16 Compliance. No concrete shall be placed until the Engineer has reviewed the mix W 17 design. The required average 28 day compressive strength shall be selected per ACI 18 318, Chapter 5, Section 5.3.2. ACI 211.1 and ACI 318 shall be used to determine 19 proportions. The proposed mix for Class 4000P shall provide a minimum fly ash or 20 ground granulated blast furnace slag content per cubic yard of 100 pounds, and a 21 minimum cement content per cubic yard of 600 pounds. The proposed mix for Class 22 4000D shall provide a minimum fly ash or ground granulated blast furnace slag content No 23 per cubic yard of 75 pounds, and a minimum cement content per cubic yard of 660 24 pounds. All other concrete mix designs, except those for lean concrete and commercial 25 concrete, shall have a minimum cementitious material content of 564 pounds per cubic 26 yard of concrete. 27 28 The following new sentence is inserted after the first sentence in the fourth paragraph. 29 30 An alternate combined aggregate gradation conforming to Section 9-03.1(5) may also 31 be used. 32 do 33 6-02.3(4)A Qualification of Concrete Suppliers 34 The first paragraph and the entire second paragraph (1 through 4) are deleted and replaced 35 with the following: +��► 36 37 Batch Plant Prequalification may be obtained through one of the following methods: 38 39 1. Certification by the National Ready Mix Concrete Association (NRMCA). 40 Information concerning NRMCA certification may be obtained from the NRMCA 41 at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. 42 The NRMCA certification shall be good for a two year period. When this 43 method of certification is used the following documentation shall be submitted 44 to the project engineer. 45 46 a. A copy of the current NRMCA Certificate of Conformance, the 47 concrete mix design(s) (WSDOT Form 350-040), along with copies of 48 the truck list, batch plant scale certification, admixture dispensing 49 certification, and volumetric water batching devices (including water 50 meters) verification. 51 TEST2 18 lilt 1 2. Independent evaluation certified by a Professional Engineer using NRMCA 2 checklist. The Professional Engineer shall be licensed under title 18 RCW, 3 state of Washington, qualified in civil engineering. The independent certification 4 using the NRMCA checklist shall be good for a two year period. When this 5 method of certification is used the following documentation shall be submitted 6 to the engineer. 7 8 a. A copy of the Professional Engineer's stamped and sealed NRMCA 9 Verification of Inspection and Application for Certificate page from the 10 NRMCA checklist, the concrete mix design(s) (WSDOT Form 350- 11 040), along with copies of the truck list, batch plant scale certification, 12 admixture dispensing certification, and volumetric water batching 13 devices (including water meters) verification. �. 14 15 3. Inspection conducted by the Plant Manager, defined as the person directly 16 responsible for the daily plant operation, using the NRMCA Plant Certification 17 checklist. The Plant Manager certification shall be done prior to the start of a 18 project, and every six months throughout the life of the project, and meet the 19 following requirements: irr 20 21 a. The Agreement to Regularly Check Scales and Volumetric Batching 22 Dispensers page in the NRMCA Plant Certification checklist shall be 23 signed by the Plant Manager and notarized. 24 25 b. The signed and notarized Agreement to Regularly Check Scales and 26 Volumetric Batching Dispensers page and a copy of the NRMCA 27 Plant Certification checklist cover page showing the plant designation, 28 address and Company operating plant shall all be submitted to the 29 Project Engineer with the concrete mix design (WSDOT Form 350- 30 040), along with copies of the truck list, batch plant scale certification, 31 admixture dispensing certification, and volumetric water batching 32 devices (including water meters) verification. 33 34 c. The NRMCA Plant Certification checklists shall be maintained by the 35 Plant Manager and are subject to review at any time by the 36 Contracting Agency. 37 38 e. Volumetric water batching devices (including water meters) shall be 39 verified every 90 days. 40 41 6-02.3(5)C Conformance to Mix Design 42 Item 2 under the first paragraph is revised to read: �"` 43 44 2. Fly ash and ground granulated blast furnace slag weight plus or minus 5 percent of 45 that specified in the mix design. 46 47 6-02.3(5)H Sampling and Testing for Compressive Strength 48 This section including title is revised to read: 49 ,wr .r. TEST2 19 ■w 1 6-02.3(5)H Sampling and Testing for Compressive Strength and Initial 2 Curing 3 Acceptance testing for compressive strength shall be conducted at the same frequency 4 as the acceptance tests for temperature, consistency, and air content. ► 5 6 The Contractor shall provide, and maintain cure boxes for curing concrete cylinders. 7 The Contractor shall also provide, maintain and operate all necessary power sources to 8 and connections needed to operate the curing box. Concrete cylinders shall be cured in 9 a cure box in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall 10 maintain a temperature between 60°F and 80°F for concrete with specified strengths 11 less than 6000 psi and between 68°F and 78°F for concrete with specified strengths of 12 6000 psi and higher. A minimum/maximum thermometer shall be installed to measure 13 the internal temperature of the cure box. The thermometer shall be readable from 14 outside of the box and be capable of recording the high and low temperatures in a 24- 15 hour period. The cure boxes shall create an environment that prevents moisture loss 16 from the concrete specimens. The top shall have a working lock and the interior shall be 17 rustproof. A moisture-proof seal shall be provided between the lid and the box. The cure ' 18 box shall be the appropriate size to accommodate the number of concrete acceptance 19 cylinders necessary or the Contractor shall provide additional cure boxes. Once 20 concrete cylinders are placed in the cure box, the cure box shall not be moved until the ++ 21 cylinders have been cured in accordance with these specifications. When concrete is 22 placed at more than one location simultaneously, multiple cure boxes shall be provided. 23 No 24 The Contractor shall protect concrete cylinders in cure boxes from excessive vibration 25 and shock waves during the curing period in accordance with Section 6-02.3(6)D. 26 27 6-02.3(6)D Protection Against Vibration 28 The last sentence in the second paragraph is revised to read: 29 30 See the Shaft Special Provision, and Section 6-16 respectively for shaft installation, and 31 soldier pile shaft installation operations. 32 33 The first sentence in number 3 under Prescriptive Safe Distance Method is revised to read: 34 35 (3) Equipment Class H (High Vibration) shall include pile drivers, machine operated 36 impact tools, pavement breakers, and other large pieces of equipment. 37 38 6-02.3(11) Curing Concrete 39 The second paragraph is supplemented with the following: 40 41 Runoff water shall be collected and disposed of in accordance with all applicable 42 regulations. In no case shall runoff water be allowed to enter any lakes, streams, or 06 43 other surface waters. 44 45 6-02.3(16) Plans for Falsework and Formwork 46 The address for FEDEX delivery following the fourth paragraph is revised to read: 47 48 Washington State Department of Transportation 49 Bridge and Structures Engineer 50 7345 Linderson Way SW 51 Tumwater, WA 98501-6504 52 TEST2 20 1 6-02.3(16)A Nonpreapproved Falsework and Formwork Plans 2 The address for FEDEX delivery following the first paragraph is revised to read: 3 .r 4 Washington State Department of Transportation 5 Bridge and Structures Engineer 6 7345 Linderson Way SW 7 Tumwater, WA 98501-6504 8 9 6-02.3(16)B Preapproved Formwork Plans 10 The address for FEDEX delivery following the second paragraph is revised to read: 11 12 Washington State Department of Transportation 13 Bridge and Structures Engineer + + 14 7345 Linderson Way SW 15 Tumwater, WA 98501-6504 16 17 6-02.3(24)C Placing and Fastening 18 The 14th paragraph is revised to read: 19 20 Clearances shall be at least: 21 22 4-inches between: Main bars and the top of any concrete masonry V 23 exposed to the action of salt or alkaline water. 24 25 3-inches between: Main bars and the top of any concrete deposited 26 against earth without intervening forms. 27 28 21/2-inches between: Adjacent bars in a layer. Roadway slab bars and the 29 top of the roadway slab. 30 31 2-inches between: Adjacent layers. Main bars and the surface of concrete 32 exposed to earth or weather (except in roadway slabs). 33 Reinforcing bars and the faces of forms for exposed 34 aggregate finish. 35 36 11/2-inches between: Main bars and the surface of concrete not exposed to 37 earth or weather. Slab bars and the top of the slab 38 (except roadway slabs). Barrier and curb bars and the 39 surface of the concrete. Stirrups and ties and the 40 surface of the concrete exposed to earth or weather. 41 42 1-inch between: Slab bars and the bottom of the slab. Stirrups and ties 43 and the surface of the concrete not exposed to earth or 44 weather. 45 46 6-02.3(26)A Shop Drawings 47 The address for FEDEX delivery under Item 1 in the first paragraph is revised to read: 48 49 Washington State Department of Transportation 50 Bridge and Structures Engineer 51 7345 Linderson Way SW 52 Tumwater, WA 98501-6504 W TEST2 Y9 am 1 2 6-02.3(28)A Shop Drawings 3 The first paragraph is revised to read: 4 5 Before casting the structural elements, the Contractor shall submit: 6 7 1. Seven sets of shop drawings for approval by the Department of Transportation 8 Bridge and Structures Engineer, Construction Support, addressed as follows: 9 10 US Postal Service 11 P. O. Box 47340 12 Olympia, WA 98504-7340 13 14 FedEx 15 7345 Linderson Way SW 16 Tumwater, WA 98501-6504; and 17 18 2. Two sets of shop drawings to the Project Engineer. 19 20 6-02.4 Measurement a 21 This section is supplemented with the following: 22 23 No specific unit of measure will apply to the lump sum item for cure box. 24 25 6-02.5 Payment 26 This section is supplemented with the following: 27 28 "Cure Box", lump sum. 29 The lump sum contract price for "Cure Box" shall be full pay for all costs for providing, r> 30 operating, maintaining, moving and removing the cure boxes and providing, maintaining 31 and operating all necessary power sources and connections needed to operate the 32 curing boxes. 33 ► 34 SECTION 6-03, STEEL STRUCTURES 35 December 4, 2006 36 6-03.3(7) Shop Plans 37 The first two sentences in the first paragraph are revised to read: 38 ■ 39 The Contractor shall submit for approval all shop detail plans for fabricating the steel. 40 These shall be sent to the Department of Transportation Bridge and Structures 41 Engineer, Construction Support, addressed as follows- 42 43 US Postal Service 44 P. O. Box 47340 45 Olympia, WA 98504-7340 46 47 FedEx 48 7345 Linderson Way SW 49 Tumwater, WA 98501-6504 50 TEST2 22 1 6-03.3(21)A Web Plates No 2 This section is revised to read: 3 fm 4 If web plates are spliced, gaps between plate ends shall be set at shop assembly to 5 measure 1/4-inch, and shall not exceed 3/8-inch. 6 7 6-03.3(33) Bolted Connections 8 The first sentence in the second paragraph is revised to read: 9 10 All bolted connections are slip critical. 11 12 SECTION 6-05, PILING 13 August 7, 2006 14 6-05.3(11)H Pile Driving From or Near Adjacent Structures 15 The second paragraph is revised to read: 16 17 Freshly placed concrete in the vicinity of the pile driving operation shall be protected 18 against vibration in accordance with Section 6-02.3(6)D. 19 20 The third paragraph is deleted. 21 22 6-05.5 Payment 23 The paragraph following "Furnishing St. Piling", per linear foot is revised to read: 24 25 The unit contract price per linear foot for "Furnishing (type) Piling (_)" shall be full 26 pay for furnishing the piling specified, including fabricating and installing the steel 27 reinforcing bar cage, and casting and curing the concrete, as required for concrete 28 piling. Such price shall also be full pay, when measurement includes, for piling length 29 ordered but not driven. 30 31 SECTION 6-07, PAINTING 32 August 7, 2006 33 6-07.2 Materials 34 The first sentence in the second paragraph is revised to read: 35 36 Material used for field abrasive blasting shall meet Military Specification MIL-A- 37 22262B(SH) as listed on QPL-22262-28 as maintained by the Department of the Navy. 38 39 6-07.3(2)A Bridge Cleaning •.• 40 In the third paragraph under Pressure Flushing, the US Sieve size for Apparent opening 41 size (ASTM D4751) is revised to read: 42 ,rr 43 #100 US Sieve 44 45 SECTION 6-09, MODIFIED CONCRETE OVERLAYS 46 December 4, 2006 47 6-09.3(6)C Placing Deck Repair Concrete 48 This section is revised to read: TEST2 Y3 wr 1 + 2 Deck repair concrete for modified concrete overlays shall be either modified concrete or 3 concrete Class M. 4 to 5 Before placing any deck repair concrete, the Contractor shall flush the existing concrete 6 in the repair area with water and make sure that the existing concrete is well saturated. 7 The Contractor shall remove any freestanding water prior to placing the deck repair 8 concrete. The Contractor shall place the deck repair concrete onto the existing concrete 9 while it is wet. 10 11 All deck repairs with exposed bottom layer steel reinforcing bars, all full depth deck 12 repairs, and all deck repairs of an area greater than ten square feet (measured at the 13 top layer of steel reinforcement) shall be repaired, and wet cured for 42 hours in 14 accordance with Section 6-09.3(13), prior to placing the concrete overlay. During the 15 curing period, all vehicular and foot traffic shall be prohibited on the repair area. 16 17 Small deck repairs, defined as those of an area equal to or less than ten square feet 18 (measured at the top layer of steel reinforcement), shall be filled with concrete overlay 19 material during the placement of the concrete overlay. 20 21 SECTION 6-10, CONCRETE BARRIER 22 December 4, 2006 23 6-10.2 Materials 24 The fourth paragraph is revised to read: 25 26 Connecting pins, drift pins and steel pins for type 3 anchors shall conform to Section 9- 27 06.5(4) and be galvanized in accordance with AASHTO M 232. All other hardware shall 28 conform to Section 9-06.5(1) and be galvanized in accordance with AASHTO M 232. 29 30 SECTION 6-11, PRECAST CONCRETE RETAINING WALL STEMS 31 January 3, 2006 32 This section including title is revised to read: 33 34 SECTION 6-11, REINFORCED CONCRETE WALLS 35 6-11.1 Description 36 This work consists of constructing reinforced concrete retaining walls, including those 37 shown in the Standard Plans, L walls, and counterfort walls. 38 39 6-11.2 Materials . 40 Materials shall meet the requirements of the following sections: 41 42 Cement 9-01 sir 43 Aggregates for Portland Cement Concrete 9-03.1 44 Gravel Backfill 9-03.12 45 Premolded Joint Filler 9-04.1(2) 46 Steel Reinforcing Bar 9-07.2 47 Epoxy-Coated Steel Reinforcing Bar 9-07.3 48 Concrete Curing Materials and Admixtures 9-23 49 Fly Ash 9-23.9 TEST2 Y4 at 1 Water 9-25 2 3 Other materials required shall be as specified in the Special Provisions. 4 5 6-11.3 Construction Requirements 6 7 6-11.3(1) Submittals 8 The Contractor shall submit all excavation shoring plans to the Engineer for approval in 9 accordance with Section 2-09.3(3)D. 10 11 The Contractor shall submit all falsework and formwork plans to the Engineer for 12 approval in accordance with Sections 6-02.3(16) and 6-02.3(17). 13 14 If the Contractor elects to fabricate and erect precast concrete wall stem panels, the 15 following information shall be submitted to the Engineer for approval in accordance with 16 Sections 6-01.9 and 6-02.3(28)A: 17 18 1. Working drawings for fabrication of the wall stem panels, showing dimensions, 19 steel reinforcing bars, joint and joint filler details, surface finish details, lifting dw 20 devices with the manufacturer's recommended safe working capacity, and 21 material specifications. 22 23 2. Working drawings and design calculations for the erection of the wall stem 24 panels showing dimensions, support points, support footing sizes, erection 25 blockouts, member sizes, connections, and material specifications. 26 27 3. Design calculations for the precast wall stem panels, the connection between 28 the precast panels and the cast-in-place footing, and all modifications to the 29 cast-in-place footing details as shown in the Plans or Standard Plans. 11e 30 31 The Contractor shall not begin excavation and construction operations for the retaining 32 walls until receiving the Engineer's approval of the above submittals. as 33 34 6-11.3(2) Excavation and Foundation Preparation 35 Excavation shall conform to Section 2-09.3(3), and to the limits and construction stages *W 36 shown in the Plans. Foundation soils found to be unsuitable shall be removed and 37 replaced in accordance with Section 2-09.3(1)C. 38 ift 39 6-11.3(3) Precast Concrete Wall Stem Panels 40 The Contractor may fabricate precast concrete wall stem panels for construction of 41 Standard Plan Retaining Wall Types 1 through 6 and 1 SW through 6SW. Precast 42 concrete wall stem panels may be used for construction of non-Standard Plan retaining 43 walls if allowed by the Plans or Special Provisions. Precast concrete wall stem panels 44 shall conform to Section 6-02.3(28), and shall be cast with Class 4000 concrete. 45 46 The precast concrete wall stem panels shall be designed in accordance with the 47 requirements for Load Factor Design in the following codes: 48 49 1. For all loads except as otherwise noted -AASHTO Standard Specifications for 50 Highway Bridges, latest edition and current interims. The seismic design shall 51 use the acceleration coefficient and soil profile type as specified in the Plans. 52 +r TEST2 25 iew 1 2. For all wind loads - AASHTO Guide Specifications for Structural Design of 2 Sound Barriers, latest edition and current interims. 3 4 The precast concrete wall stem panels shall be fabricated in accordance with the 5 dimensions and details shown in the Plans, except as modified in the shop drawings as 6 approved by the Engineer. 7 8 The precast concrete wall stem panels shall be fabricated full height, and shall be 9 fabricated in widths of 8 feet, 16 feet, and 24 feet. 10 11 The construction tolerances for the precast concrete wall stem panels shall be as 12 follows: 13 14 Height ±1/4 inch 15 Width ±1/4 inch 16 Thickness ±1/4 inch 17 -1/8 inch 18 Concrete cover for steel reinforcing bar ±3/8 inch 19 -1/8 inch 20 Width of precast concrete wall stem panel joints ±1/4 inch + + 21 Offset of precast concrete wall stem panels ±1/4 inch 22 (Deviation from a straight line extending 5 feet on each side of the panel joint) 23 24 The precast concrete wall stem panels shall be constructed with a mating shear key 25 between adjacent panels. The shear key shall have beveled corners and shall be 1-1/2 26 inches in thickness. The width of the shear key shall be 3-1/2 inches minimum and 5- 27 1/2 inches maximum. The shear key shall be continuous and shall be of uniform width 28 over the entire height of the wall stem. 29 30 The Contractor shall provide the specified surface finish as noted, and to the limits 31 shown, in the Plans to the exterior concrete surfaces. Special surface finishes achieved 32 with form liners shall conform to Sections 6-02.2 and 6-02.3(14) as supplemented in the 33 Special Provisions. Rolled on textured finished shall not be used. Precast concrete wall 34 stem panels shall be cast in a vertical position if the Plans call for a form liner texture on 35 both sides of the wall stem panel. 36 37 The precast concrete wall stem panel shall be rigidly held in place during placement and 38 curing of the footing concrete. 39 Mi 40 The precast concrete wall stem panels shall be placed a minimum of one inch into the 41 footing to provide a shear key. The base of the precast concrete wall stem panel shall 42 be sloped 'h inch per foot to facilitate proper concrete placement. 43 44 To ensure an even flow of concrete under and against the base of the wall panel, a form 45 shall be placed parallel to the precast concrete wall stem panel, above the footing, to a 46 allow a minimum one foot head to develop in the concrete during concrete placement. 47 48 The steel reinforcing bars shall be shifted to clear the erection blockouts in the precast , 49 concrete wall stem panel by 1-1/2 inches minimum. 50 51 All precast concrete wall stem panel joints shall be constructed with joint filler installed 52 on the rear (backfill) side of the wall. The joint filler material shall extend from two feet TEST2 26 00 1 below the final ground level in front of the wall to the top of the wall. The joint filler shall 2 be a nonorganic flexible material and shall be installed to create a waterproof seal at 3 panel joints. UN 4 5 The soil bearing pressure beneath the falsework supports for the precast concrete wall 6 stem panels shall not exceed the maximum design soil pressure shown in the Plans for 7 the retaining wall. r�r 8 9 6-11.3(4) Cast-In-Place Concrete Construction 10 Cast-in-place concrete for concrete retaining walls shall be formed, reinforced, cast, 11 cured, and finished in accordance with Section 6-02, and the details shown in the Plans 12 and Standard Plans. All cast-in-place concrete shall be Class 4000. 13 14 The Contractor shall provide the specified surface finish as noted, and to the limits 15 shown, in the Plans to the exterior concrete surfaces. Special surface finishes achieved 16 with formliners shall conform to Sections 6-02.2 and 6-02.3(14) as supplemented in the ..� 17 Special Provisions. 18 19 Cast-in-place concrete for adjacent wall stem sections (between vertical expansion 20 joints) shall be formed and placed separately, with a minimum 12 hour time period 21 between concrete placement operations. 22 aw 23 Premolded joint filler, 1/2" thick, shall be placed full height of all vertical wall stem 24 expansion joints in accordance with Section 6-01.14. 25 26 6-11.3(5) Backfill, Weepholes and Gutters 27 Unless the Plans specify otherwise, backfill and weepholes shall be placed in 28 accordance with Standard Plan D-4 and Section 6-02.3(22). Gravel backfill for drain 29 shall be compacted in accordance with Section 2-09.3(1)E. Backfill within the zone 30 defined as bridge approach embankment in Section 1-01.3 shall be compacted in 31 accordance with Method C of Section 2-03.3(14)C. All other backfill shall be compacted 32 in accordance with Method B of Section 2-03.3(14)C, unless otherwise specified. .r 33 34 Cement concrete gutter shall be constructed as shown in the Standard Plans. 35 •�• 36 6-11.3(6) Traffic Barrier and Pedestrian Barrier 37 When shown in the Plans, traffic barrier and pedestrian barrier shall be constructed in 38 accordance with Sections 6-02.3(11)A and 6-10.3(2), and the details shown in the Plans 39 and Standard Plans. 40 41 6-11.4 Measurement 42 Concrete Class 4000 for retaining wall will be measured as specified in Section 6-02.4. 43 44 Steel reinforcing bar for retaining wall and epoxy-coated steel reinforcing bar for 45 retaining wall will be measured as specified in Section 6-02.4. 46 47 Traffic barrier and pedestrian barrier will be measured as specified in Section 6-10.4 for 48 cast-in-place concrete barrier. 49 50 6-11.5 Payment 51 Payment will be made in accordance with Section 1-04.1 for each of the following bid 52 items when they are included in the proposal: TEST2 27 1 2 "Conc. Class 4000 For Retaining Wall", per cubic yard. 3 All costs in connection with furnishing and installing weep holes and premolded 4 joint filler shall be included in the unit contract price per cubic yard for "Conc. Class 5 4000 for Retaining Wall". 6 7 "St. Reinf. Bar For Retaining Wall", per pound. 8 "Epoxy-Coated St. Reinf. Bar For Retaining Wall", per pound. 9 10 "Traffic Barrier', per linear foot. 11 "Pedestrian Barrier", per linear foot. 12 The unit contract price per linear foot for "_ Barrier' shall be full pay for 13 constructing the barrier on top of the retaining wall, except that when these bid 14 items are not included in the proposal, all costs in connection with performing the 15 work as specified shall be included in the unit contract price per cubic yard for 16 "Conc. Class 4000 For Retaining Wall", and the unit contract price per pound for 17 "_ Bar For Retaining Wall". 18 19 SECTION 6-12, NOISE BARRIER WALLS 20 January 3, 2006 21 6-12.3(6) Precast Concrete Panel Fabrication and Erection 22 Item 5 following the first paragraph of Section 6-12.3(6) is renumbered to item 6. 23 24 The below new item 5 is inserted ahead of renumbered item 6: 25 26 5. Precast concrete panels shall not be erected until the foundations for the panels 27 have attained a minimum compressive strength of 3,400 psi. 28 29 SECTION 6-13, STRUCTURAL EARTH WALLS 30 December 4, 2006 31 6-13.3(2) Submittals 32 The fifth paragraph is revised to read: 33 34 The design calculation and working drawing submittal shall include detailed design 35 calculations and all details, dimensions, quantities, and cross-sections necessary to 36 construct the wall. The calculations shall include a detailed explanation of any symbols, 37 design input, material property values, and computer programs used in the design of the Ai 38 walls. All computer output submitted shall be accompanied by supporting hand 39 calculations detailing the calculation process. If MSEW 3.0, or a later version, is used 40 for the wall design, hand calculations supporting MSEW are not required. 41 42 6-13.3(6) Welded Wire Faced Structural Earth Wall Erection 43 This section is supplemented with the following: 44 45 Geosynthetic reinforcing, when used, shall be placed in accordance with Sections 2- 46 12.3 and 6-13.3(5). 47 48 6-13.3(7) Backfill 49 Under number 4 in the fifth paragraph, the words "light mechanical tampers" are revised to 50 "a plate compactor". TEST2 Y8 a. 1 2 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier 3 This Section is revised to read: so 4 5 The Contractor, in conjunction with the structural earth wall manufacturer, shall design 6 and detail the SEW traffic barrier and SEW pedestrian barrier in accordance with faw 7 Section 6-13.3(2) and the above ground geometry details shown in the Plans. The 8 barrier working drawings and supporting calculations shall include, but not be limited to, 9 the following: 10 to 11 1. Complete details of barrier cross section geometry, including the portion below 12 ground, and accommodations necessary for bridge approach slabs, PCCP, 13 drainage facilities, underground utilities, and sign support, luminaire pole, as 14 traffic signal standard, and other barrier attachments. 15 16 2. Details of the steel reinforcement of the barrier, including a bar list and bending ,► 17 diagram in accordance with Section 6-02.3(24), and including additional 18 reinforcement required at sign support, luminaire pole, traffic signal standard, 19 and other barrier attachment locations. 20 21 3. Details of the interface of, and the interaction between, the barrier and the top 22 layers of structural earth wall reinforcement and facing. 23 24 4. When the Plans specify placement of conduit pipes through the barrier, details 25 of conduit pipe and junction box placement. 26 27 SEW traffic barrier and SEW pedestrian barrier shall be constructed in accordance with 28 Sections 6-02.3(11)A and 6-10.3(2), and the details in the Plans and in the structural 29 earth wall working drawings as approved by the Engineer. 30 31 SECTION 6-14, GEOSYNTHETIC RETAINING WALLS 32 December 4, 2006 33 6-14.3(2) Submittals 34 Item 2 is revised to read: 35 36 2. The Contractor's proposed wall construction method, including proposed forming 37 systems, types of equipment to be used, proposed erection sequence and details wv 38 of how the backfill will be retained during each stage of construction. 39 40 6-14.3(4) Erection and Backfill 41 The first sentence in the eighth paragraph is revised to read: 42 43 The Contractor shall place and compact the wall backfill in accordance with the wall 44 construction sequence detailed in the Plans and Method C of Section 2-03.3(14)C, 45 except as follows: 46 47 Under number 5 in the eighth paragraph, the words "light mechanical tempers" are revised 48 to "a plate compactor". 49 50 6-14.4 Measurement 51 The first three paragraphs are revised to read: TEST2 29 ar 1 2 Permanent geosynthetic retaining wall and temporary geosynthetic retaining wall will be 3 measured by the square foot of face of completed wall. Corner wrap area and 4 extensions of the geosynthetic wall beyond the area of wall face shown in the Plans or 5 staked by the Engineer are considered incidental to the wall construction and will not be 6 included in the measurement of the square foot of face of completed geosynthetic 7 retaining wall. 8 9 Gravel borrow for geosynthetic retaining wall backfill will be measured as specified in 10 Section 2-03.4. r 11 12 Shotcrete facing and concrete fascia panel will be measured by the square foot surface 13 area of the completed facing or fascia panel, measured to the neat lines of the facing or 14 panel as shown in the Plans. When a footing is required, the measurement of the fascia at 15 panel area will include the footing. 16 17 6-14.5 Payment 18 The bid item "Borrow for Geosynthetic Wall Incl. Haul" and subsequent paragraph are 19 revised to read: 20 21 "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul", per ton or per cubic yard. 22 All costs in connection with furnishing and placing backfill material for temporary or 23 permanent geosynthetic retaining walls as specified shall be included in the unit contract 24 price per ton or per cubic yard for"Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul". 25 26 SECTION 6-15, SOIL NAIL WALLS 27 August 7, 2006 28 6-15.3(8) Soil Nail Testing and Acceptance 29 The first sentence in the fourth paragraph is revised to read: 30 31 The pressure gauge shall be graduated in increments of either 100 psi or two percent of 32 the maximum test load, whichever is less. 33 34 SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 35 August 7, 2006 36 6-16.3(5) Backfilling Shaft 37 The first and second paragraphs are revised to read: At 38 39 The excavated shaft shall be backfilled with either controlled density fill (CDF), or 40 pumpable lean concrete, as shown in the Plans and subject to the following to 41 requirements: 42 43 1. Dry_ shaft excavations shall be backfilled with CDF. 44 45 2. Wet shaft excavations shall be backfilled with pumpable lean concrete. 46 47 3. Pumpable lean concrete shall be a Contractor designed mix providing a 48 minimum 28 day compressive strength of 100 psi. Acceptance of pumpable 49 lean concrete will conform to the acceptance requirements specified in Section Alt 50 2-09.3(1) for CDF. TEST2 30 Jai: 2 4. A wet shaft is defined as a shaft where water is entering the excavation and 3 remains present to a depth of six inches or more. 4 5 5. When the Plans or test hole boring logs identify the presence of a water table 6 at or above the elevation of the bottom of soldier pile shaft, the excavation 7 shall be considered as wet, except as otherwise noted. Such a shaft may be 8 considered a dry shaft provided the Contractor furnishes and installs casing 9 that is sufficiently sealed into competent soils such that water cannot enter the 10 excavation. 11 12 Placement of the shaft backfill shall commence immediately after completing the shaft 13 excavation and receiving the Engineer's approval of the excavation. CDF or pumpable 14 lean concrete shall be placed in one continuous operation to the top of the shaft. 15 Vibration of shaft backfill is not required. 16 17 6-16.3(6) Installing Timber Lagging and Permanent Ground Anchors 18 The first paragraph is revised to read: 19 20 The excavation and removal of CDF and pumpable lean concrete for the lagging 21 installation shall proceed in advance of the lagging, and shall not begin until the CDF 22 and pumpable lean concrete are of sufficient strength that the material remains in 23 placed during excavation and lagging installation. If the CDF or pumpable lean concrete �` 24 separates from the soldier pile, or caves or spalls from around the pile, the Contractor 25 shall discontinue excavation and timber lagging installation operations until the CDF and 26 pumpable lean concrete is completely set. The bottom of the excavation in front of the 27 wall shall be level. Excavation shall conform to Section 2-03. 28 29 SECTION 6-17, PERMANENT GROUND ANCHORS 30 August 7, 2006 31 6-17.3(8) Testing and Stressing «� 32 The first sentence in the third paragraph is revised to read: 33 34 The pressure gauge shall be graduated in increments of either 100 psi or two percent of r. 35 the maximum test load, whichever is less. 36 37 SECTION 7-01, DRAINS 38 August 7, 2006 39 7-01.3 Construction Requirements 40 This section is revised to read: 41 42 A trench of the dimensions shown in the Plans or as specified by the Engineer shall be 43 excavated to the grade and line given by the Engineer. 44 45 Section 7-01.3 is supplemented with the following new sub-sections: 46 47 7-01.3(1) Drain Pipe 48 Drain pipe shall be laid in conformity with the line and grades as shown in the Plans. 49 The drain pipe shall be laid with soiltight joints unless otherwise specified. Concrete ` 50 drain pipe shall be laid with the bell or larger end upstream. PVC drain pipe shall be TEST2 31 1 jointed with a bell and spigot joint using a flexible elastomeric seal as described in 2 Section 9-04.8. The bell shall be laid upstream. PE drain pipe shall be jointed with 3 snap-on, screw-on, bell and spigot, or wraparound coupling bands as recommended by 4 the manufacturer of the tubing. 5 6 7-09.3(2) Underdrain Pipe 7 When underdrain pipe is being installed as a means of intercepting ground or surface „ 8 water, the trench shall be fine-graded in the existing soil 3 inches below the grade of the 9 pipe as shown in the Plans. Gravel backfill shall be used under the pipe. Gravel backfill 10 shall be placed to the depth shown in the Plans or as designated by the Engineer. All 11 backfill shall be placed in 12-inch maximum layers and be thoroughly compacted with 12 three passes of a vibratory compactor for each layer. The Contractor shall use care in 13 placing the gravel backfill material to prevent its contamination. 14 15 Class 2 perforations shall be used unless otherwise specified. When Class 1 16 perforations are specified the perforated pipe shall be laid with the perforations down. 17 Upon final acceptance of the work, all drain pipes shall be open, clean, and free 18 draining. Perforated pipe does not require a watertight joint. PVC underdrain pipe shall 19 be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or 20 solvent cement as described in Section 9-04.9, at the option of the Contractor unless aw 21 otherwise specified in the Plans. The bell shall be laid upstream. PE drainage tubing 22 underdrain pipe shall be jointed with snap-on, screw-on, bell and spigot, or wraparound 23 coupling bands, as recommended by the manufacturer of the tubing. to 24 25 SECTION 7-02, CULVERTS 26 January 3, 2006 27 7-02.2 Materials 28 The fifth and seventh paragraphs are deleted: 29 30 SECTION 7-04, STORM SEWERS 31 January 3, 2006 32 7-04.2 Materials 33 The fourth and sixth paragraphs are deleted: 34 35 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 36 December 4, 2006 37 8-01.3(1) General 38 The eighth paragraph, beginning with "In western Washington, erodible soil", is deleted and 39 replaced with the following: 40 41 Erodible soil not being worked, whether at final grade or not, shall be covered within the 42 following time period, using an approved soil covering practice, unless authorized 43 otherwise by the Engineer: 44 45 In western Washington (west of the Cascade Mountain crest): 46 47 October 1 through April 30 2 days maximum 48 May 1 to September 30 7 days maximum TEST2 32 am 1 2 In eastern Washington (east of the Cascade Mountain crest.): 3 we 4 October 1 through June 30 5 days maximum 5 July 1 through September 30 10 days maximum 6 7 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 8 This section is revised to read: 9 10 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 11 TESC plan. The ESC Lead shall have, for the life of the contract, a current Certificate of 12 Training in Construction Site Erosion and Sediment Control from a course approved by 13 the Washington State Department of Ecology. The ESC Lead shall be listed on the Aw 14 Emergency Contact List required under Section 1-05.13(1). 15 16 The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESL) ... 17 plan. Implementation shall include, but is not limited to: 18 19 1. Installing and maintaining all temporary erosion and sediment control Best 20 Management Practices (BMPs) included in the TESC plan to assure continued 21 performance of their intended function. Damaged or inadequate TESC BMPs 22 shall be corrected immediately. 23 24 2. Updating the TESL plan to reflect current field conditions. 25 26 When a TESC plan is included in the contract plans, the Contractor shall inspect all on- """ 27 site erosion and sediment control BMPs at least once every calendar week and within 28 24 hours of runoff events in which stormwater discharges from the site. Inspections of 29 temporarily stabilized, inactive sites may be reduced to once every calendar month. 30 The Erosion and Sediment Control Inspection Form (Form Number 220-030 EF) shall 31 be completed for each inspection and a copy shall be submitted to the Engineer no later 32 than the end of the next working day following the inspection. 33 34 8-01.3(2)E Tacking Agent and Soil Binders 35 The third paragraph, (PAM) is revised to read: 36 37 Soil Binding Using Polyacrylamide (PAM) 38 The PAM shall be applied on bare soil completely dissolved and mixed in water or 39 applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/3 40 pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of 41 cellulose fiber mulch treated with a non-toxic dye shall be applied with the dissolved 42 PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand-held 43 fertilizer spreader or a tractor-mounted spreader. 44 45 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 46 The second paragraph under East of the summit of the Cascade Range, beginning with "The 47 Contractor will be responsible", is deleted. 48 ` 49 8-01.3(9)A Silt Fence 50 The fifth paragraph is revised to read: 51 SOL TEST2 33 rr 1 Posts shall be either wood or steel. Wood posts shall have minimum dimensions of 1 +iii►, 2 1/4 inches by 1 1/4 inches by the minimum length shown in the Plans. Steel posts shall 3 have a minimum weight of 0.90 Ibs/ft 4 5 8-01.4 Measurement 6 This section is supplemented with the following: 7 , 8 Coir log will be measured by the linear foot along the ground line of the completed 9 installation. 10 11 8-01.5 Payment 12 The following bid item is inserted after"Compost Sock", per linear foot: 13 14 °Coir Log", per linear foot ' 15 16 This section is supplemented with the following: 17 18 "Mowing", per acre. 19 20 SECTION 8-02, ROADSIDE RESTORATION 21 April 3, 2006 22 8-02.3(8) Planting wr 23 The seventh and eighth paragraphs are deleted and replaced with the following: 24 25 All burlap, baskets, string, wire and other such materials shall be removed from the hole It 26 when planting balled and burlapped plants. The plant material shall be handled in such 27 a manner that the root systems are kept covered and damp at all times. The root 28 systems of all bare root plant material shall be dipped in a slurry of silt and water 29 immediately prior to planting. The root systems of container plant material shall be 30 moist at the time of planting. In their final position, all plants shall have their top true root 31 (not adventitious root) no more than 1" below the soil surface, no matter where that root 32 was located in the original root ball or container. After planting, the backfill material and 33 root ball shall be thoroughly watered in within 24 hours. 34 35 8-02.3(9) Prunin g, Staking, Guying, and Wrapping 36 The first paragraph is revised to read: 37 38 Plants shall be pruned at the time of planting, only to remove minor broken or damaged 39 twigs, branches or roots. Pruning shall be done with a sharp tool and shall be done in 40 such a manner as to retain or to encourage natural growth characteristics of the plants. 41 All other pruning shall be performed only after the plants have been in the ground at 42 least one year. 43 44 SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS 45 December 4, 2006 46 8-04.3(2) Extruded Asphalt Concrete Curbs, and Gutters 47 The first paragraph is supplemented with the following: 48 TEST2 34 1 Just prior to placing the curb, a tack coat of asphalt shall be applied to the existing 2 pavement surface at the rate ordered by the Engineer. 3 4 8-04.4 Measurement 5 The first paragraph is revised to read- 6 7 All curbs, gutters, and spillways will be measured by the linear foot along the line and 8 slope of the completed curbs, gutters, or spillways, including bends. Measurement of 9 cement concrete curb and cement concrete curb and gutter, when constructed across 10 driveways or sidewalk ramps, will include the width of the driveway or sidewalk ramp. 11 12 SECTION 8-08, RUMBLE STRIPS 13 April 3, 2006 or�r 14 8-08.1 Description 15 The first sentence is revised to read: 16 17 This work consists of constructing centerline and shoulder rumble strips by grinding hot 18 mix asphalt. + 19 20 8-08.3 Construction Requirements 21 The first sentence in the first paragraph is revised to read: 22 23 The equipment shall have a rotary type cutting head or series of cutting heads capable 24 of grinding one or more recesses in the hot mix asphalt as detailed in the Standard aw 25 Plans. 26 27 The third sentence in the third paragraph is revised to read: 28 `im 29 All cuttings and other debris shall become the property of the Contractor and be 30 disposed of outside the project limits. 31 32 SECTION 8-09, RAISED PAVEMENT MARKERS 33 April 3, 2006 34 8-09.3(5) Recessed Pavement Marker 35 This section is revised to read: 36 37 Construct recesses for pavement markers by grinding the pavement in accordance with 38 the dimensions shown in the Standard Plans. This work shall include cleanup and 39 disposal of cuttings and other resultant debris. Prepare the surface in accordance with 40 Section 8-09.3(1). Install Type 2 markers in the recess in accordance with the Standard 41 Plans and Section 8-09.3(4). 42 43 SECTION 8-11, GUARDRAIL 44 April 3, 2006 45 8-11.3(4) Removing Guardrail 46 This section including title is revised to read: 47 TEST2 35 r 1 8-11.3(4) Removing Guardrail and Guardrail Anchor 9 2 Removal of the various types of guardrail shall include removal of the rail, cable 3 elements, hardware, and posts, including transition sections, expansion sections and 4 terminal sections . Removal of the various types of guardrail anchors shall include 5 removal of the anchor assembly in its entirety, including concrete bases, rebar, and steel 6 tubes and any other appurtenances in the anchor assembly. All holes resulting from the 7 removal of the guardrail posts and anchors shall be backfilled with granular material in 8 layers no more than 6-inches thick and compacted to a density similar to that of the 9 adjacent material. The removed guardrail items shall become the property of the 10 Contractor. 11 12 SECTION 8-16, CONCRETE SLOPE PROTECTION 13 August 7, 2006 14 8-16.2 Materials 15 The material "Concrete Class 3000" and referenced section "6-02" are revised to read: 16 "` 17 Commercial Concrete 6-02.3(2)B 18 19 8-16.3(3) Poured in Place Cement Concrete 66 20 In the second paragraph, the words "Class 3000 cement" are revised to read "commercial". 21 22 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 23 ELECTRICAL 24 December 4, 2006 25 8-20.3(2) Excavating and Backfilling 26 The third paragraph is revised to read: 27 28 The excavations shall be backfilled in conformance with the requirements of Section 2- 29 09.3(1)E, Structure Excavation. 30 31 8-20.3(4) Foundations 32 The second paragraph is revised to read: 33 34 The bottom of concrete foundations shall rest on firm ground. If the portion of the 35 foundation beneath the existing ground line is formed or cased instead of being cast 36 against the existing soil forming the sides of the excavation, then all gaps between the 37 existing soil and the completed foundation shall be backfilled and compacted in 38 accordance with Section 2-09.3(1)E 39 40 The thirteenth paragraph is revised to read: 41 42 Both forms and ground which will be in contact with the concrete shall be thoroughly 43 moistened before placing concrete; however, excess water in the foundation excavation 44 will not be permitted. Foundations shall have set at least 72 hours prior to the removal 45 of the forms. All forms shall be removed, except when the Plans or Special Provisions 46 specifically allow or require the forms or casing to remain. 47 48 8-20.3(9) Bonding, Grounding 49 The first, second, and fourth paragraphs are revised to read: :rid TEST2 36 ar 1 2 All metallic appurtenances containing electrical conductors (luminaires, light standards, 3 cabinets, metallic conduit, etc.) shall be made mechanically and electrically secure to 4 form continuous systems, that shall be effectively grounded. 5 6 Where conduit is installed, the installation shall include an equipment ground conductor, 7 in addition to the conductors noted in the contract. Bonding jumpers and equipment 8 grounding conductors shall be installed in accordance with Section 9-29.3 and NEC. 9 Where existing conduits are used for the installation of new circuits, an equipment- 10 grounding conductor shall be installed unless an existing equipment ground conductor, 11 which is appropriate for the largest circuit, is already present in the existing raceway, 12 The equipment ground conductor between the isolation switch and the sign lighter 13 fixtures shall be a minimum of a 14 AWG stranded copper conductor. Where parallel 14 circuits are enclosed in a common conduit, the equipment-grounding conductor shall be 15 sized by the largest overcurrent device serving any circuit contained within the conduit. 16 17 Supplemental grounding shall be provided at light standards, signal standards, 18 cantilever and sign bridge structures. Steel sign posts which support signs with sign 19 lighting or flashing beacons shall also have supplemental grounding. The supplemental 20 ground conductor shall be connected to the foundation rebar (all rebar crossings shall 21 be wire tied) by means of a grounding connector listed for use in concrete, and lead up 22 directly adjacent to a conduit installed within the foundation. The free end of the 23 conductor shall be terminated to the ground terminal, with an approved clamp, within 24 the pole. If no ground terminal is provided, bond to standard or post. Three feet of 25 slack shall be provided inside the standard. Where a concrete and rebar foundation is 26 not used the supplemental ground shall be a grounding electrode placed in the hole 27 next to the post prior to back fill. For light standards, signal standards, cantilever and 28 sign bridge structures the supplemental grounding conductor shall be a non-insulated 4 29 AWG stranded copper conductor. For steel sign posts which support signs with sign 30 lighting or flashing beacons the supplemental grounding conductor shall be a non- 31 insulated 6 AWG stranded copper conductor. 32 33 8-20.3(14)E Signal Standards 34 The second paragraph is revised to read: 35 36 Signal standards shall not be erected on concrete foundations until the foundations 37 have attained 2400 psi or 14 days after concrete placement. Signal standards without 38 mast arms may be erected after 72 hours. Type IV and V strain pole standards may be L 39 erected but the messenger cable (span wire) shall not be placed until the foundation has 40 attained 2400 psi or 14 days after concrete placement. 41 �ow 42 SECTION 8-21, PERMANENT SIGNING 43 January 3, 2006 so 44 8-21.3(9)F Bases 45 The second paragraph is revised to read: 46 47 The excavation and backfill shall be in conformance with the requirements of Section 2- �` 48 09.3(1)E. 49 50 The fifth paragraph is revised to read: at 51 TEST2 37 rwr 1 The bottom of concrete foundations shall rest on firm ground. If the portion of the 2 foundation beneath the existing ground line is formed or cased instead of being cast 3 against the existing soil forming the sides of the excavation, then all gaps between the 4 existing soil and the completed foundation shall be backfilled and compacted in INg 5 accordance with Section 2-09.3(1)E. 6 7 The fourteenth paragraph is revised to read: 8 9 Both forms and ground which will be in contact with the concrete shall be thoroughly 10 moistened before placing concrete; however, excess water in the foundation excavation 11 will not be permitted. Forms shall not be removed until the concrete has set at least 12 three days. All forms shall be removed, except when the Plans or Special Provisions 13 specifically allow or require the forms or casing to remain. 14 15 SECTION 8-22, PAVEMENT MARKING 16 December 4, 2006 17 8-22.3(2) Preparation of Roadway Surfaces 18 The following new sentence is inserted after the first sentence in the second paragraph: 19 20 The temperature requirement may be superseded by the material manufacturers written 21 installation instructions. 22 23 The last sentence in the third paragraph is revised to read: 24 25 These cure periods may be reduced if the manufacturer performs a successful bond 26 test and approves the reduction of the pavement cure period. 27 28 8-22.3(3) Marking Application 29 The following is inserted preceding the first paragraph: 30 31 Flat Lines — Pavement marking lines with a flat surface. 32 33 Profiled Marking —A profiled pavement marking is a marking that consists of a base line 34 thickness and a profiled thickness which is a portion of the pavement marking line that is 35 applied at a greater thickness than the base line thickness. Profiles shall be applied 36 using the extruded method in the same application as the base line. The profiles may 37 be slightly rounded provided the minimum profile thickness is provided for the length of 38 the profile. See the Standard Plans for the construction details. A 39 40 Embossed Plastic Line — Embossed plastic lines consist of a flat line with transverse 41 grooves. An embossed plastic line may also have profiles. See the Standard Plans for 42 the construction details. 43 44 Inset Line — A line constructed by grinding or saw cutting a groove into the pavement 45 surface and spraying, extruding or gluing pavement marking material into the groove. 46 The groove depth is dependent upon the material used, the pavement surface and 47 location. 48 49 The second paragraph is revised to read: 50 TEST2 38 NMI 1 Centerlines on two lane highways with skip patterns, paint or plastic, shall be applied in 2 the increasing mile post direction so they are in cycle with existing skip pattern lines at 3 the beginning of the project. Skip patterns applied to multi-lane or divided roadways 4 shall be applied in cycle in the direction of travel. 5 6 Where paint is applied on centerline on two-way roads with bituminous surface 7 treatment or centerline rumble strips, the second paint application shall be applied in the 8 opposite (decreasing mile post) direction as the first application (increasing mile post) 9 direction. This will require minor skip pattern corrections for curves on the second 10 application. 11 12 The fourth paragraph, beginning with "Lines with skip patterns", is deleted. 13 14 The fifth paragraph, beginning with "Glass beads", is deleted. 15 16 The first sentence in the sixth paragraph is revised to read: 17 18 Pavement markings shall be applied at the following base line thickness measured 19 above the pavement surface or above the slot bottom for inset markings in thousandths 20 of an inch (mils): 21 22 In the sixth paragraph, the chart Marking Material Application is revised to read: 23 Marking Material Application HMA PCC BST Paint-first coat spray 10 10 10 Paint-second coat spray 15 15 15 Type A-flat/transverse& symbols extruded 125 125 125 Type A-flat/long line & symbols spray 90 90 120 Type A-with profiles extruded 90 90 120 Type A-embossed extruded 160 160 160 Type A-embossed with profiles extruded 160 160 160 Type B-flat/transverse & symbolsi heat fused 125 125 125 Type C -flat/transverse & adhesive 90 90 NA symbols Type C-1 -inset/long line adhesive 60 60 NA Type D-flat/transverse & spray 120 120 120 symbols Type D-flat/transverse & extruded 120 120 120 symbols Type D -flat/long line spray 90 90 120 Type D -flat/long line extruded 90 90 120 Type D -profiled/long line extruded 90 90 120 Type D—inset/long line spray 40 40 40 Type D—inset/long line extruded 230 230 230 24 �r TEST2 39 rrr 1 In the seventh paragraph, the chart for Liquid pavement marking material yield per gallon is Ni 2 revised to read: 3 Mils thickness Feet of 4" line/gallon Square feet/gallon 10 483 161 15 322 108 30 161 54 14 40 125 42 45 107 36 60 81 27 90 54 18 90 with profiles 30 10 16 120 40 13 120 with profiles 26 9 230 21 7 4 5 In the eighth paragraph, the final line in the chart for Solid pavement marking material (Type 6 A) yield is revised to read: 7 8 230—flat inset 47 15 g 10 The ninth and tenth paragraphs are deleted. 11 12 The eleventh paragraph is revised to read: 13 14 All inset plastic lines shall be applied into a groove cut or ground into the pavement. For 15 Type A or D material the groove shall be cut or ground with equipment to produce a 16 smooth square groove 4-inches wide. For Type C-1 material the groove shall be cut 17 with equipment to produce a smooth square groove with a width in accordance with the 18 material manufacturer's recommendation. The groove depth for Type C-1 material shall 19 be 100 mils, plus or minus 10 mils. The groove depth for Type A or D material shall be 20 as shown in the Plans. 21 22 Section 8-22.3 is supplemented with the following new sub-section. aw 23 24 8-22.3(3)A Glass beads aw 25 Top dress glass beads shall be applied to all spray and extruded pavement marking 26 material. Glass beads shall be applied by a bead dispenser immediately following the 27 pavement marking material application. Glass bead dispensers shall apply the glass 28 beads in a manner such that the beads appear uniform on the entire pavement marking 09 29 surface with 50 to 60% embedment. Hand casting of beads will not be allowed. 30 31 Glass beads shall be applied to 10 or 15 mil thick paint at a minimum application rate of Mi 32 7 pounds per gallon of paint. For plastic pavement markings, glass beads shall be 33 applied at the rate recommended by the marking material manufacturer. 34 9i 35 When two or more spray applications are required to meet thickness requirements for 36 Type A and Type D materials, top dressing with glass beads is only allowed on the last 37 application. The cure period between successive applications shall be in accordance 38 with the manufacturer's recommendations. Any loose beads, dirt or other debris shall TEST2 40 1 be swept or blown off the line prior to application of each successive application. 2 Successive applications shall be applied squarely on top of the preceding application. 3 4 8-22.3(5) Installation Instructions 5 This section including title is revised to read: 6 7 8-22.3(5) Plastic Installation Instructions 8 Installation instructions for plastic markings shall be provided for the Engineer. All 9 materials including glass beads shall be installed according to the manufacturer's 10 recommendations. A manufacturer's technical representative shall be present at the 11 initial installation of plastic material to approve the installation procedure or the material 12 manufacturer shall certify that the Contractor will install the plastic material in 13 accordance with their recommended procedure. 14 15 8-22.4 Measurement 16 The following is inserted after the fifth paragraph: 17 18 Diagonal and chevron-shaped lines used to delineate medians, gore areas, and parking 19 stalls are constructed of painted or plastic 4 inch and 8 inch wide lines in the color and �r 20 pattern shown in the Standard Plans. These lines will be measured as painted or plastic 21 line or wide line by the linear foot of line installed. Crosswalk line will be measured by 22 the square foot of marking installed. 23 24 Traffic arrows, traffic letters, access parking space symbols, HOV symbols, railroad 25 crossing symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 26 1/2 markers, yield line symbols, yield ahead symbols, and speed bump symbols will be 27 measured per each. Type 1 through 6 traffic arrows will be measured as one unit each, 28 regardless of the number of arrow heads. 29 30 The last paragraph is revised to read: 31 32 Removal of traffic arrows, traffic letters, access parking space symbol, HOV lane �. 33 symbol, railroad crossing symbol, bicycle lane symbols, drainage markings, aerial 34 surveillance full and 1/2 markers, yield line symbol, yield ahead symbol, and speed 35 bump symbol will be measured per each. Removal of crosswalk lines will be measured r 36 by the square foot of lines removed. 37 38 8-22.5 Payment 39 The following items are deleted: 40 41 "Painted HOV Lane Symbol Type " 42 "Plastic HOV Lane Symbol Type " 43 44 SECTION 9-00, DEFINITIONS AND TESTS 45 January 3, 2006 46 9-00.8 Sand Equivalent 47 The second paragraph is revised to read: 48 49 For acceptance, there must be a clear line of demarcation. If no clear line of 50 demarcation has formed at the end of a 30 minute sedimentation period, the material 51 will be considered as failing to meet the minimum specified sand equivalent. rr TEST2 41 1 Sri 2 SECTION 9-02, BITUMINOUS MATERIALS 3 January 3, 2006 00 4 9-02.1(4) Asphalt Binders 5 This section including title is revised to read: 6 7 9-02.1(4) Performance Graded Asphalt Binder(PGAB) 8 PGAB meeting the requirements of AASHTO M 320 Table 1 of the grades specified in the 9 contract shall be used in the production of HMA. The Direct Tension Test (AASHTO T 10 314) of M 320 is not a specification requirement. 11 12 9-02.1(4)A Performance Graded Asphalt Binder 13 This section including title is revised to read: 14 15 9-02.1(4)A Quality Control Plan 16 The Asphalt Supplier of PGAB shall have a Quality Control Plan (QCP) in accordance 17 with WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance 18 Graded Asphalts". The Asphalt Supplier's QCP shall be submitted and approved by the 19 WSDOT State Materials Laboratory. Any change to the QCP will require a new QCP to 20 be submitted. The Asphalt Supplier of PGAB shall certify through the Bill of Lading that 21 PGAB meets the specification requirements of the contract. 22 23 9-02.1(6)A Polymerized Cationic Emulsified Asphalt CRS-21? 24 This section is revised to read: 25 26 The asphalt CRS-2P shall be a polymerized cationic emulsified asphalt. The polymer 27 shall be milled into the asphalt or emulsion during the manufacturing of the emulsion. 28 The asphalt CRS-2P shall meet the following specifications: r 29 AASHTO Test Specifications Method Minimum Maximum Viscosity @1220F, SFS T 59 100 400 Storage Stability 1 day % T 59 --- 1 Demulsibility 35 ml. 0.8% Dioctyl T 59 40 --- Sodium Sulfosuccinate Particle Charge T59 positive --- Sieve Test % T 59 --- 0.30 Distillation Oil distillate by vol. of emulsion % T 59note 1 0 3 Residue T 59 note 1 65 --- Test on the Residue From Distillation Penetration @770F T 49 100 250 Forsional Recovery % note 18 --- TEST2 42 .rw or Toughness/Tenacity in-lbs note 3 50/25 --- 1 2 note 1Distillation modified to use 300 grams of emulsion heated to 350OF ± 90F and 3 maintained for 20 minutes. 4 5 note 2The Torsional Recovery test shall be conducted according to the California 6 Department of Transportation Test Method No. 332. The residue material for this 7 test shall come from California Department of Transportation Test Method No. 331. 8 9 note 3Benson method of toughness and tenacity; Scott tester, inch-pounds at 770F, 10 20 in. per minute pull. Tension head 7/8 in. diameter. 11 12 At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of do 13 Torsional Recovery based on type of modifier used. If the Benson Toughness/Tenacity 14 method is used for acceptance the supplier must supply all test data verifying 15 specification conformance. ,w 16 17 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 18 December 4, 2006 19 9-05.1(6) Corrugated Polyethylene Drainage Tubing Drain Pipe 20 This section including title is revised to read: 21 22 9-05.1(6) Corrugated Polyethylene Drain Pipe (up to 10-inch) 23 Corrugated polyethylene drain pipe shall meet the requirements of AASHTO M 252 type 24 C (corrugated both inside and outside) or type S (corrugated outer wall and smooth 25 inner liner). The maximum size pipe shall be 10 inches in diameter. 26 27 9-05.1(7) Corrugated Polyethylene Drain Pipe 28 This section including title is revised to read: 29 30 9-05.1(7) Corrugated Polyethylene Drain Pipe (12-inch through 60-inch) 31 Corrugated polyethylene drain pipe, 12-inch through 60-inch -diameter maximum, shall 32 meet the minimum requirements of AASHTO M 294 Type S or 12-inch through 24 inch 33 diameter maximum shall meet the minimum requirements of AASHTO M 294 Type C. 34 35 9-05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain 36 Pipe 37 This section including title is revised to read: 38 39 9-05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10- "" 40 inch) 41 Perforated corrugated polyethylene underdrain pipe shall meet the requirements of 42 AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 43 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 44 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the 45 length and circumference of the pipe. The maximum size pipe shall be 10-inch diameter. 46 ■r TEST2 43 ew 1 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe „ 2 This section including title is revised to read: 3 4 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12-inch 5 through 60-inch) 6 Perforated corrugated polyethylene underdrain pipe, 12-inch through 60-inch diameter 7 maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type 8 CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe 9 with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be 10 uniformly spaced along the length and circumference of the pipe. 11 12 9-05.4(3) Protective Treatment 13 In Treatment 1 and 2, the reference to 9-05.4(6) is revised to read 9-05.4(5). 14 15 9-05.15 Metal Castings 16 This section is revised to read: 17 ' 18 For all metal castings the producing foundry shall provide certification stating the 19 country of origin, the material meets the required ASTM or AASHTO specification noted 20 in the subsections below. The producing foundry shall detail all test results from + ► 21 physical testing to determine compliance to the specifications. The test reports shall 22 include physical properties of the material from each heat and shall include tensile, 23 yield, and elongation as specified in the appropriate ASTM or AASHTO specification. , 24 For AASHTO M 306, Section 8, Certification is deleted and replaced with the above 25 certification and testing requirements. 26 27 Metal castings for drainage structures shall not be dipped, painted, welded, plugged, or 28 repaired. Porosity in metal castings for drainage structures shall be considered a 29 workmanship defect subject to rejection by the Engineer. Metal castings made from 30 gray iron or ductile iron shall conform to the requirements of AASHTO M 306, and metal ` 31 castings made from cast steel shall conform to the requirements of Section 9-06.8. All 32 metal castings shall meet the proof load testing requirements of AASHTO M 306. 33 34 9-05.15(1) Manhole Ring and Cover 35 This section is revised to read: 36 r" 37 Castings for manhole rings shall be gray iron or ductile iron and covers shall be ductile 38 iron. 39 40 All covers shall be interchangeable within the dimensions shown in the Standard Plans. 41 All mating surfaces shall be machine finished to ensure a nonrocking fit. 42 43 The inside vertical recessed face of the ring and the vertical outside edge of the cover 44 shall be machined or manufactured to the following tolerances: 45 46 Ring +3/32 inch to -3/32 inch 47 Cover +3/32 inch to -3/32 inch 48 49 All manhole rings and covers shall be identified by the name or symbol of the producing 50 foundry and country of casting origin. This identification shall be in a plainly visible 51 location when the ring and cover are installed. Ductile iron shall be identified by the 52 following, "DUC" or "DI." The producing foundry and material identification shall be TEST2 44 1 adjacent to each other and shall be minimum '/2 inch to maximum finch high letters, 2 recessed to be flush with the adjacent surfaces. 3 4 9-05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets 5 The first and second paragraphs are revised to read: 6 7 Castings for metal frames for catch basins and inlets shall be cast steel, gray iron, or 8 ductile iron, and as shown in the Standard Plans. 9 10 Castings for grates and solid metal covers for catch basins and inlets shall be cast steel 11 or ductile iron and as shown in the Standard Plans. Additionally, leveling pads are 12 allowed on grates and solid metal covers with a height not to exceed 1/8 inch. The 13 producing foundry's name and material designation shall be embossed on the top of the 14 grate. The material shall be identified by the following: "CS" for cast steel or "DUC" or 15 "DI"for ductile iron and shall be located near the producing foundry's name. 16 17 9-05.15(3) Cast Metal Inlets 18 The first sentence is revised to read: 19 WA 20 The castings for cast metal inlets shall be cast steel or ductile iron, and as shown in the 21 Standard Plans. 22 23 9-05.19 Corrugated Polyethylene Culvert Pipe 24 The first paragraph is revised to read: 25 26 Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294 27 Type S or D for pipe 12-inch to 60-inch diameter with silt-tight joints. 28 29 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS 30 December 4, 2006 31 9-06.5(4) Anchor Bolts 32 The first and second paragraphs are revised to read: 33 34 Anchor bolts shall meet the requirements of ASTM F 1554 and, unless otherwise +� 35 specified, shall be Grade 105 and shall conform to Supplemental Requirements S2, S3, 36 and S4. 37 w. 38 Nuts for ASTM F 1554 Grade 105 black anchor bolts shall conform to AASHTO M 291, 39 Grade D or DH. Nuts for ASTM F 1554 Grade 105 galvanized bolts shall conform to 40 AASHTO M 291, Grade DH and shall conform to the lubrication requirements in Section 41 9-06.5(3). Nuts for ASTM F 1554 Grade 36 or 55 black or galvanized anchor bolts shall 42 conform to AASHTO M 291, Grade A. Washers shall conform to ASTM F 436. 43 44 9-06.9 Gray Iron Castings 45 The AASHTO requirement is revised to read "AASHTO M 306". 46 wr rrr TEST2 45 rrr 1 SECTION 9-07, REINFORCING STEEL Wr 2 December 4, 2006 3 9-07.2 Deformed Steel Bars 4 The first sentence in the first paragraph is revised to read: 5 6 Deformed steel bars for concrete reinforcement shall conform to either AASHTO M 31 7 Grade 60, or ASTM A 706, except as otherwise noted. Steel reinforcing bar for the cast- 8 in-place components of bridge structures (excluding sidewalks and barriers but including 9 shafts and concrete piles), and for precast substructure components of bridge 10 structures, shall conform to ASTM A 706 only. 11 12 SECTION 9-09, TIMBER AND LUMBER 13 August 7, 2006 14 9-09.2(3) Inspection 15 This section is revised to read: 16 17 Timber and lumber requiring a grade stamp shall be marked with a certified lumber 18 grade stamp provided by one of the following agencies: 19 20 West Coast Lumber Inspection Bureau (WCLIB) 21 Western Wood Products Association (WWPA) 22 Pacific Lumber Inspection Bureau (PLIB) 23 Any lumber grading bureau certified by the American Lumber Standards Committee 24 25 Timber and Lumber requiring a grading certificate shall have a certificate that was 26 issued by either the grading bureau whose stamp is shown on the material, or by the 27 lumber mill, which must be under the supervision of one of the grading bureaus listed 28 above. The certificate shall include the following: " 29 30 Name of the mill performing the grading 31 The grading rules being used 32 Name of the person doing the grading with current certification 33 Signature of a responsible mill official 34 Date the lumber was graded at the mill + 35 Grade, dimensions, and quantity of the timber or lumber 36 37 For Structures: 38 All material delivered to the project shall bear a grade stamp and have a grading 39 certificate. The grade stamp and grading certificate shall not constitute final acceptance 40 of the material. The Engineer may reject any or all of the timber or lumber that does not 41 comply with the specifications or has been damaged during shipping or upon delivery. 42 43 For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and 44 Mailbox Posts: 45 Material delivered to the project shall either bear a grade stamp on each piece or have a 46 grading certificate. The grade stamp or grading certificate shall not constitute final 47 acceptance of the material. The Engineer may reject any or all of the timber or lumber 48 that does not comply with the specifications or has been damaged during shipping or 49 upon delivery. 50 TEST2 46 1 9-09.3(1) General Requirements 2 The last sentence in the first paragraph is revised to read: 3 4 Unless otherwise specified in the contract, all timber and lumber shall be treated in 5 accordance with Sections U1 and T1 of the latest edition of the AWPA standards. 6 7 SECTION 9-10, PILING 8 December 4, 2006 9 9-10.2(2) Reinforcement 10 This section is revised to read: 11 12 Reinforcement shall meet the requirements of Section 9-07. 13 14 SECTION 9-12, MASONRY UNITS 15 August 7, 2006 16 9-12.7 Precast Concrete Drywells 17 The third sentence is revised to read: + + 18 19 Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 20 square inches for round openings and 15 square inches for rectangular openings. 21 22 SECTION 9-13, RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK 23 WALLS 24 August 7, 2006 25 9-13.5(2) Poured Portland Cement Concrete Slope Protection 26 The first paragraph is revised to read: 27 28 Cement concrete for poured concrete slope protection shall be commercial concrete in 29 conformance with Section 6-02.3(2)6. 30 31 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 32 August 7, 2006 33 9-14.2 Seed 34 This section is revised to read: ` 35 36 Grasses, legumes, or cover crop seed of the type specified shall conform to the 37 standards for "Certified" grade seed or better as outlined by the State of Washington "' 38 Department of Agriculture "Rules for Seed Certification," latest edition. Seed shall be 39 furnished in standard containers on which shall be shown the following information: 40 41 (1) Common and botanical names of seed, 42 (2) Lot number, 43 (3) Net weight, 44 (4) Pure live seed 45 46 All seed installers and vendors must have a business license issued by the Washington ■ 47 State Department of Licensing with a "seed dealer" endorsement. Upon request, the ++r TEST2 47 +rr 1 contractor shall furnish the Engineer with copies of the applicable licenses and 2 endorsements. 3 4 Upon request, the Contractor shall furnish to the Engineer duplicate copies of a 5 statement signed by the vendor certifying that each lot of seed has been tested by a 6 recognized seed testing laboratory within six months before the date of delivery on the 7 project. Seed which has become wet, moldy, or otherwise damaged in transit or storage 8 will not be accepted. 9 10 9-14.4(1) Straw 11 This section is revised to read: 12 13 All straw material shall be in an air dried condition free of noxious weeds and other 14 materials detrimental to plant life. Straw mulch so provided shall be suitable for 15 spreading with mulch blower equipment. 16 17 9-14.4(3) Bark or Wood Chips 18 This section is supplemented with the following: 19 20 Sawdust shall not be used as mulch. rr 21 22 9-14.4(4) Sawdust 23 This section including title is revised to read: 24 25 9-14.4(4) Vacant 26 27 9-14.4(8) Compost 28 This section is revised to read: 29 .rr 30 Compost products shall be the result of the biological degradation and transformation of 31 plant-derived materials under controlled conditions designed to promote aerobic 32 decomposition. Compost shall be stable with regard to oxygen consumption and carbon 33 dioxide generation. Compost shall be mature with regard to its suitability for serving as 34 a soil amendment or an erosion control BMP as defined below. The compost shall have 35 a moisture content that has no visible free water or dust produced when handling the 36 material. 37 38 Compost production and quality shall comply with Chapter 173-350 WAC. 39 ` 40 Compost products shall meet the following physical criteria: 41 42 1. Compost material shall be tested in accordance with Testing Methods for the 43 Examination of Compost and Composting (TMECC) Test Method 02.02-13, 44 "Sample Sieving for Aggregate Size Classification". 45 46 Fine Compost shall meet the following: 47 48 Min. Max. 49 Percent passing 2" 100% 50 Percent passing 1" 99% 100% 51 Percent passing 1/2" 90% 100% .r wr TEST2 48 1 Percent passing W 75% 100% 2 Maximum particle length of 6 inches 3 4 Coarse Compost shall meet the following: 5 Min. Max. 6 Percent passing 3" 100% 7 Percent passing 1" 90% 100% 8 Percent passing Y44" 70% 100% 9 Percent passing W 40% 60% 10 Maximum particle length of 6 inches +rr 11 12 2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 13 04.11-A, 1:5 Slurry pH". 14 15 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be 16 less than 1.0 percent by weight as determined by TMECC 03.08-A. 17 18 4. Minimum organic matter shall be 40 percent dry weight basis as determined by 19 TMECC 05.07A, "Loss-On-Ignition Organic Matter Method". 20 21 5. Soluble salt contents shall be less than 4.Ommhos/cm tested in accordance 22 with TMECC 04.10-A, 1:5 Slurry Method, Mass Basis". 23 24 6. Maturity shall be greater than 80% in accordance with TMECC 05.05-A, 25 "Germination and Root Vigor'. 26 27 7. Stability shall be 7 or below in accordance with TMECC 05.08-B, Carbon 28 Dioxide Evolution Rate" 29 30 8. The compost product must originate a minimum of 65 percent by volume from 31 recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks." A 32 maximum of 35 percent by volume of other approved organic waste and/or 33 biosolids may be substituted for recycled plant waste. The supplier shall 34 provide written verification of feedstock sources 35 36 9. The Engineer may also evaluate compost for maturity using the Solvita 37 Compost Maturity Test. Fine Compost shall score a number 6 or above on the 38 Solvita Compost Maturity Test. Coarse Compost shall score a 5 or above on 39 the Solvita Compost Maturity Test. 40 41 The compost supplier will test all compost products within 90 calendar days prior to 42 application. Samples will be taken using the Seal of Testing Assurance (STA) sample 43 collection protocol. (The sample collection protocol can be obtained from the U.S. 44 Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 45 +�+ 46 Phone: 631-737-4931, www.compostingcouncil.org). The sample shall be sent to an 47 independent STA Program approved lab. The compost supplier will pay for the test. A 48 copy of the approved independent STA Program laboratory test report shall be 49 submitted to the Contracting Agency prior to initial application of the compost. Seven 50 days prior to application, the Contractor shall submit a sample of each type compost to 51 be used on the project to the Engineer. 52 TEST2 49 yr 1 Compost not conforming to the above requirements or taken from a source other than 2 those tested and accepted shall be immediately removed from the project and replaced 3 at no cost to the Contracting Agency. 4 5 The Contractor shall either select a compost supplier from the Qualified Products List, or 6 submit the following information to the Engineer for approval: 7 8 1. A Request for Approval of Material Source. 9 10 2. A copy of the Solid Waste Handling Permit issued to the supplier by the 11 Jurisdictional Health Department as per WAC 173-350 (Minimum Functional ' + 12 Standards for Solid Waste Handling). 13 14 3. The supplier shall verify in writing, and provide lab analyses that the material am 15 complies with the processes, testing, and standards specified in WAC 173-350 16 and these specifications. An independent STA Program certified laboratory 17 shall perform the analysis. 18 19 4. A list of the feedstock by percentage present in the final compost product. 20 21 5. A copy of the producer's Seal of Testing Assurance certification as issued by 22 the U.S. Composting Council. 23 24 Acceptance will be based upon a satisfactory Test Report from an independent STA 25 program certified laboratory and the sample(s) submitted to the Engineer. 26 27 9-14.5(5) Wattles 28 This section is revised to read: 29 30 Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, 31 compost, or wood shavings encased within biodegradable or photodegradable netting. 32 Wattles shall be at least 5 inches in diameter, unless otherwise specified. Encasing 33 material shall be clean, evenly woven, and free of encrusted concrete or other ■r 34 contaminating materials such as preservatives. Encasing material shall be free from 35 cuts, tears, or weak places and shall have a lifespan greater than 6 months. 36 37 Compost filler shall meet the material requirements as specified in Section 9-14.4(8), 38 and shall be Coarse Compost. 39 40 9-14.5(6) Compost Sock 41 This section is revised to read: 42 43 Biodegradable fabric for compost sock and compost wattle shall be clean, evenly 44 woven, and free of encrusted concrete or other contaminating materials and shall be 45 free from cuts, tears, broken or missing yarns and thin, open, or weak places. Fabric for 46 compost sock shall consist of extra heavy weight biodegradable fiber which has not 47 been treated with any type of preservative. Compost for compost socks shall meet the 48 material requirements as specified in Section 9-14.4(8), and shall be Coarse Compost 49 50 Wood stakes for compost sock and wattles shall be made from Douglas-fir, hemlock, or 51 pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in 52 length, unless otherwise indicated in the Plans. + TEST2 50 1 at 2 Section 9-14.5 is supplemented with the following new section. 3 4 9-14.5(7) Coir Log so 5 Coir log: Logs shall be made of 100% durable coconut (coir) fiber uniformly compacted 6 within an outer netting. Log segments shall have a maximum length of 20 feet, with a 7 minimum diameter as shown in the Plans. Logs shall have a density of 7 Ibs/cf or greater. r 8 9 Coir logs shall be manufactured with a woven wrapping netting made of bristle coir twine 10 with minimum strength of 80 Ibs tensile strength. The netting shall have nominal 2 inch by 2 rr 11 inch openings. 12 13 Stakes shall conform to the requirements of Section 9-09. Cedar wood stakes shall have a 14 notch to secure the rope ties. Rope ties shall be one-quarter inch diameter commercially 15 available hemp rope. 16 17 9-14.6(1) Description 18 This section is revised to read: 19 20 Bareroot plants are grown in the ground and harvested without soil or growing medium 21 around their roots. 22 23 Container plants are grown in pots or flats that prevent root growth beyond the sides 24 and bottom of the container. 25 26 Balled and burlapped plants are grown in the ground and harvested with soil around a 27 core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire 28 basket or other supportive structure. 29 30 Cuttings are live plant material without a previously developed root system. Source 31 plants for cuttings shall be dormant when cuttings are taken. All cuts shall be made with 32 a sharp instrument. Written permission shall be obtained from property owners and w 33 provided to the Engineer before cuttings are collected. The Contractor shall collect 34 cuttings in accordance with applicable sensitive area ordinances. For cuttings, the 35 requirement to be nursery grown or held in nursery conditions does not apply. Cuttings 36 include the following forms: 37 38 A. Live branch cuttings shall have flexible top growth with terminal buds and may 39 have side branches. The rooting end shall be cut at an approximate 45 degree w. 40 angle. 41 42 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 43 lower, rooting end shall be cut at an approximate 45degree angle. Live stakes 44 are cut from one to two year old wood. Live stake cuttings shall be cut and 45 installed with the bark intact with no branches or stems attached, and be 1/2 to «r 46 1 % inch in diameter. 47 48 C. Live pole cuttings shall have a minimum 2inch diameter and no more than 49 three branches which shall be pruned back to the first bud from the main stem. 50 w �sr TEST2 51 or 1 D. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the 2 nodes and becoming erect at the apex. Rhizomes shall have a minimum of two 3 growth points. 4 5 E. Tubers shall be a thickened and short subterranean branch having numerous 6 buds or eyes. 7 8 9-14.6(2) Quality 9 This section is revised to read: 10 11 All plant material furnished shall meet the grades established by the latest edition of the 12 American Standard for Nursery Stock, (ASNS)ANSI Z60.1 shall conform to the size and 13 acceptable conditions as listed in the contract, and shall be free of all foreign plant 14 material. 15 16 All plant material shall comply with State and Federal laws with respect to inspection for 17 plant diseases and insect infestation. 18 19 All plant material shall be purchased from a nursery licensed to sell plants in 20 Washington State. 21 22 Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall 23 be vigorous, well formed, with well developed fibrous root systems, free from dead 24 branches, and from damage caused by an absence or an excess of heat or moisture, 25 insects, disease, mechanical or other causes detrimental to good plant development. 26 Evergreen plants shall be well foliated and of good color. Deciduous trees that have 27 solitary leaders shall have only the lateral branches thinned by pruning. All conifer trees 28 shall have only one leader (growing apex) and one terminal bud, and shall not be 29 sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y- 30 crotches shall be rejected. 31 32 Root balls of plant materials shall be solidly held together by a fibrous root system and 33 shall be composed only of the soil in which the plant has been actually growing. Balled �r 34 and burlapped rootballs shall be securely wrapped with jute burlap or other packing 35 material not injurious to the plant life. Root balls shall be free of weed or foreign plant 36 growth. „w 37 38 Plant materials shall be nursery grown stock. Plant material, with the exception of 39 cuttings, gathered from native stands shall be held under nursery conditions for a 40 minimum of one full growing season, shall be free of all foreign plant material, and meet 41 all of the requirements of these Specifications, the Plans, and the Special Provisions. 42 43 Container grown plants must be plants transplanted into a container and grown in that 44 container sufficiently long for new fibrous roots to have developed so that the root mass 45 will retain its shape and hold together when removed from the container, without having 46 roots that circle the pot. Plant material which is root bound, as determined by the 47 Engineer, shall be rejected. Container plants shall be free of weed or foreign plant 48 growth. 49 50 Container sizes for plant material of a larger grade than provided for in the container 51 grown specifications of the ASNS shall be determined by the volume of the root ball 52 specified in the ASNS for the same size plant material. + TEST2 52 11M �r 1 2 All bare root plant materials shall have a heavy fibrous root system and must be 3 dormant at the time of planting. 4 5 Average height to spread proportions and branching shall be in accordance with the 6 applicable sections, illustrations, and accompanying notes of the ASNS. 7 8 Plants specified or identified as "Street Tree Grade" shall be trees with straight trunks, 9 full and symmetrical branching, central leader, and be developed, grown, and 10 propagated with a full branching crown. A "Street Tree Grade" designation requires the 11 highest grade of nursery shade or ornamental tree production which shall be supplied. 12 13 Trees with improperly pruned, broken, or damaged branches, trunk, or root structure ,. 14 shall be rejected. In all cases, whether supplied balled and burlapped or in a container, 15 the root crown (top of root structure) of the tree shall be at the top of the finish soil level. 16 Trees supplied and delivered in a nursery fabric bag will not be accepted. 17 18 Plants, which have been determined by the Engineer to have suffered damage as the 19 result of girdling of the roots, stem, or a major branch; have deformities of the stem or 20 major branches; have a lack of symmetry; have dead or defoliated tops or branches; or 21 have any defect, injury, or condition which renders the plant unsuitable for its intended 22 use, shall be rejected. 23 24 Plants that are grafted shall have roots of the same genus as the specified plant. 25 26 9-14.6(3) Handling and Shipping +■ 27 The last sentence in the sixth paragraph is deleted. 28 29 9-14.6(6) Substitution of Plants + 30 The second paragraph is revised to read: 31 32 Container or balled and burlapped plant material may be substituted for bare root plant 33 material. Container grown plant material may be substituted for balled and burlapped 34 plant materials. When substitution is allowed, use current ASNS standards to determine 35 the correct rootball volume (container or balled and burlapped) of the substituted 36 material that corresponds to that of the specified material. These substitutions shall be 37 approved by the Engineer and be at no cost to the Contracting Agency. 38 39 9-14.6(7) Temporary Storage 40 The third paragraph is revised to read: 41 42 Cuttings shall continually be shaded and protected from wind. Cuttings must be a� 43 protected from drying at all times and shall be heeled into moist soil or other insulating 44 material or placed in water if not installed within 8 hours of cutting.Cuttings to be stored 45 for later installation shall be bundled, laid horizontally, and completely buried under 46 6 inches of water, moist soil or placed in cold storage at a temperature of 34 F and 90% 47 humidity. Cuttings that are not planted within 24 hours of cutting shall be soaked in 48 water for 24 hours prior to planting. Cuttings taken when the temperature is higher than 49 50°F shall not be stored for later use. Cuttings that already have developed roots shall 50 not be used. 51 �w 52 The fourth paragraph is deleted. low TEST2 53 do 1 2 SECTION 9-15, IRRIGATION SYSTEM 3 August 7, 2006 4 9-15.1 Pipe, Tubing, and Fittings 5 The second paragraph is revised to read: 6 7 Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of 8 ASTM B 88, and shall be a minimum of Type L rating. 9 10 SECTION 9-16, FENCE AND GUARDRAIL 11 April 3, 2006 12 9-16.1(1)A Post Material for Chain Link Fence 13 The two references in the second paragraph to "Standard Plan L 2" are revised to "ASTM 14 F1043". 15 16 Under Roll Form Material, the reference in the third paragraph to "Standard Plan L 2" is 17 revised to "ASTM F1043". 18 rr 19 SECTION 9-22, MONUMENT CASES 20 August 7, 2006 21 9-22.1 Monument Cases, Covers, and Risers 22 The AASHTO requirement is revised to read "AASHTO M 306". 23 24 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 25 August 7, 2006 26 9-28.14(1) Timber Sign Posts 27 The last sentence is revised to read: 28 , 29 Preservative and retention shall be as shown in Section 9-16.2 for sawn posts. 30 31 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 32 December 4, 2006 33 9-29.2 Junction Boxes 34 Section 9-29.2 including title is revised to read: 35 36 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes 37 9-29.2(1) Standard Junction Box 38 This section including title is revised to read: 39 40 9-29.2(1) Standard Duty and Heavy Duty Junction Boxes 41 For the purposes of this specification concrete is defined as Portland Cement 42 Concrete and non-concrete is all others. 43 44 Standard Duty Junction Boxes are defined as Type 1, 2, 7 and 8, and Heavy Duty 45 Junction Boxes are defined as Type 4, 5, and 6. 46 wr TEST2 54 1 The contractor shall provide shop drawings if their manufacturing process or 2 standard production model includes any deviation from the Standard Plan. For 3 each type of junction box, or whenever there is a design change to the junction box, 4 a proof test, as defined in this specification, shall be performed once in the 5 presence of the Engineer. 6 7 This section is supplemented with the following new subsections: 8 9 9-29.2(1)A Standard Duty Junction Boxes 10 All Standard Duty Junction Boxes shall have a minimum load rating of 22,500 pounds 11 and be tested in accordance with 9-29.2(1)C. A complete Type 7 or Type 8 Junction 12 Box includes the spread footing shown in the Standard Plans. 13 yr 14 Concrete Junction Boxes 15 The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be 16 painted with a black paint containing rust inhibiters or painted with a shop applied, 17 inorganic zinc primer in accordance with Section 6-07.3, or hot dip galvanized in 18 accordance with ASTM A 111. 19 �r 20 Concrete used in Standard Duty Junction Boxes shall have a minimum 21 compressive strength of 6000 psi when reinforced with a welded wire hoop, or 4000 22 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall 23 be anchored to the box by welding the wire fabric to the frame or by welding 24 headed studs 3/8 inch x 3 inches long, as specified in section 9-06.15, to the frame. 25 The wire fabric shall be attached to the studs and frame with standard tie practices. 26 The box shall contain ten studs located near the centerline of the frame and box w 27 wall. The studs shall be placed one anchor in each corner, one at the middle of 28 each width and two equally spaced on each length of the box. 29 wr 30 Material for Type 1, 2, 7 and 8 Concrete Junction Boxes shall conform to the 31 following: 32 33 Concrete Section 6-02 34 Reinforcing Steel Section 9-07 35 Fiber Reinforcing ASTM C 1116, Type III .r 36 Lid ASTM A786 diamond plate steel 37 Frame ASTM A786 diamond plate steel or 38 ASTM A36 flat steel 39 Lid Support & Handle ASTM A36 steel 40 Anchors (studs) Section 9-06.15 41 42 Non=concrete Junction Boxes 43 Material for the non-concrete junction boxes shall be of a quality that will provide for 44 a similar life expectancy as Portland Cement Concrete in a direct burial application. 45 46 Type 1, 2, 7, and 8 non-concrete junction boxes shall have a Design Load of 47 22,500 lbs. and shall be tested in accordance with 9-29.2(1)C. Non-concrete 48 junction boxes shall be gray in color and have an open bottom design with rr 49 approximately the same inside dimensions, and present a load to the bearing 50 surface that is less than or equal to the loading presented by the concrete junction 51 boxes shown in the Standard Plans. Non-concrete junction box lids shall include a 52 pull slot and shall be secured with two '/ inch stainless steel hex-head bolts factory TEST2 55 wr 1 coated with anti-seize compound and recessed into the cover. The tapped holes 2 for the securing bolts shall extend completely through the box to prevent 3 accumulation of debris. Bolts shall conform to ASTM F 593, stainless steel. 4 5 9-29.2(1)B Heavy Duty Junction Boxes 6 Heavy Duty Junction Boxes shall be concrete and have a minimum vertical load rating 7 of 46,000 pounds without permanent deformation and 60,000 pounds without failure 8 when tested in accordance with 9-29.2(1)C . so 9 10 The Heavy Duty Junction Box steel frame, lid support and lid shall be painted with a 11 shop applied, inorganic zinc primer in accordance with Section 6-07.3 12 13 The concrete used in Heavy Duty Junction Boxes shall have a minimum compressive 14 strength of 4000 PSI. rr 15 16 Material for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: 17 18 Concrete Section 6-02 19 Reinforcing Steel Section 9-07 20 Lid ASTM A786 diamond plate steel, rolled 21 from plate complying with ASTM A572, 22 grade 50 or ASTM A588 with min. CVN 23 toughness of 20 ft-lb at 40 degrees F 24 Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with 25 min. CVN toughness of 20 ft-lb at 40 degrees F 26 Handle ASTM A36 steel 27 Anchors (studs) Section 9-06.15 28 Bolts, Nuts, Washers ASTM F 593 or 193, type 304 or 316 29 30 The lid stiffener plates shall bear on the frame, and be milled so that there is full even No 31 contact, around the perimeter, between the bearing seat and lid stiffener plates, after 32 fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free 33 from burrs, dirt and other foreign debris that would prevent solid seating. Bolts and nuts ■n 34 shall be liberally coated with anti-seize compound. Bolts shall be installed snug tight. 35 The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75% of 36 the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a 37 feeler gage. The bearing area percentage will be measured for each side of the lid as it 38 bears on the frame. 39 w 40 9-29.2(1)C Testing Requirements 41 Junction boxes shall be tested by an independent materials testing facility, and a test 42 report issued documenting the results of the tests performed. 43 44 For concrete junction boxes the independent testing lab shall meet the requirements of 45 AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be 46 conducted in the presence of and signed off by the Engineer or a designated 47 representative. The Contractor shall give the Engineer 30 days notice prior to testing. 48 One copy of the test report shall be furnished to the Contracting Agency certifying that 49 the box and cover meet or exceed the loading requirements for a concrete junction box, 50 and shall include the following information: 51 52 1. Product identifications TEST2 56 1 2. Date of testing. am 2 3. Description of testing apparatus and procedure. 3 4. All load deflection and failure data. 4 5. Weight of box and cover tested. "` 5 6. Upon completion of the required test(s) the box shall be loaded to failure. 6 7. A brief description of type and location of failure. 7 8 For non-concrete junction boxes the testing facility shall be a Nationally Recognized 9 Testing Laboratory (witnessing is not required). One copy of the test report shall be 10 furnished to the Contracting Agency certifying that the box and cover meet or exceed w 11 the loading requirements for a non-concrete junction box, and shall include the following 12 information: 13 14 1. Product identification. 15 2. Date of testing. 16 3. Description of testing apparatus and procedure. 17 4. All load deflection data. 18 5. Weight of box and cover tested. 19 20 Testing for Standard Duty Concrete Junction Boxes 21 Standard Duty Concrete Junction Boxes shall be load tested to 22,500 pounds. 22 The test load shall be applied uniformly through a 10-inch x 10inch x finch steel 23 plate centered on the lid. The test load shall be applied and released ten times, 24 and the deflection at the test load and released state shall be recorded for each 25 interval. At each interval the junction box shall be inspected for lid deformation, 26 failure of the lid/frame welds, vertical and horizontal displacement of the lid/frame, • 27 cracks, and concrete spalling. 28 29 Concrete junction boxes will be considered to have withstood the test if none of the ,,. 30 following conditions are exhibited: 31 32 1. Permanent deformation of the lid or any impairment to the function of the 33 lid. 34 2. Vertical or horizontal displacement of the lid frame. 35 3. Cracks wider than 0.012 inches that extend 12 inches or more. 36 4. Fracture or cracks passing through the entire thickness of the concrete. 37 5. Spalling of the concrete. 38 39 Testing for the Standard Duty non-concrete Junction Boxes 40 Non-concrete Junction Boxes shall be tested to a minimum of 22,500 Ibs as defined 41 in the ANSI/SCTE 77-2002 Tier 15 test method. In addition the contractor shall 42 provide a Manufacture Certificate of Compliance for each non-concrete junction 43 box installed. 44 45 Testing for Heavy Duty Junction Boxes 46 Heavy Duty Junction Boxes shall be load tested to 46,000 pounds. The test load 47 shall be applied vertically through a 10-inch x 20-inch x 1-inch steel plate centered 48 on the lid with an orientation both on the long axis and the short axis of the junction dw 49 box. The test load shall be applied and released ten times on each axis. The 50 deflection at the test load and released state shall be recorded for each interval. At 51 each interval the test box shall be inspected for lid deformation, failure of the lid or 52 frame welds, vertical and horizontal displacement of the lid frame, cracks, and •rr TEST2 57 nr 1 concrete spalling. After the twentieth loading interval the test shall be terminated 2 with a 60,000 pound load being applied vertically through the steel plate centered 3 on the lid and with the long edge of steel plate orientated parallel to the long axis of 4 the box. at 5 6 Heavy Duty Junction Boxes will be considered to have withstood the 46,000 7 pounds test if none of the following conditions are exhibited: 8 9 1. Permanent deformation of the lid or any impairment to the function of the 10 lid. 11 2. Vertical or horizontal displacement of the lid frame. 12 3. Cracks wider than 0.012-inches that extend 12-inches or more. 13 4. Fracture or cracks passing through the entire thickness of the concrete. 14 5. Spalling of the concrete. Id 15 16 Heavy Duty Junction Boxes will be considered to have withstood the 60,000 17 pounds test if all of the following conditions are exhibited: 18 19 1. The lid is operational. 20 2. The lid is securely fastened. 21 3. The welds have not failed. 22 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 23 5. No buckling or collapse of the box. 24 25 9-29.2 (2) Vacant 26 This section including title is revised to read: 27 28 9-29.2(2) Standard Duty and Heavy Duty Cable Vaults and Pull Boxes 29 Standard Duty and Heavy Duty Cable Vaults and Pull Boxes shall be constructed as a 30 concrete box and as a concrete lid. The lid for the Heavy Duty and Standard Duty Cable 31 Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as 32 shown in the Standard Plans. 33 .w 34 The Contractor shall provide shop drawings if their manufacturing process or standard 35 production model includes any deviation from the Standard Plan. For each type of box 36 or whenever there is a design change to the Cable Vault or Pull box, a proof test, as 37 defined in this specification, shall be performed once in the presence of the Engineer. 38 39 This section is supplemented with the following new sections: 40 41 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 42 Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load WA 43 rating of 22,500 pounds and be tested in accordance with 9-29.2(1)C for concrete 44 Standard Duty Junction Boxes. 45 46 Concrete for standard duty cable vaults and pull boxes shall have a minimum " 47 compressive strength of 4000 psi. The frame shall be anchored to the vault/box by 48 welding the wire fabric to the frame or by welding headed studs 3/8 inch x 3 inches long, 49 as specified in Section 9-06.15, to the frame. The wire fabric shall be attached to the 50 studs and frame with standard tie practices. The vault/box shall contain ten studs 51 located near the centerline of the frame and wall. Studs shall be placed one anchor in 52 each corner, one at the middle of each width and two equally spaced on each length of TEST2 58 1 the vault/box. The steel frame, lid support, and lid shall be painted with a black paint "� 2 containing rust inhibiters or painted with a shop applied, inorganic zinc primer in 3 accordance with Section 6-07.3 or hot dip galvanized in accordance with ASTM A 111. 4 5 Material for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 6 7 Concrete Section 6-02 8 Reinforcing Steel Section 9-07 9 Lid ASTM A786 diamond plate steel 10 Frame ASTM A786 diamond plate steel or 11 ASTM A36 flat steel 12 Lid Support & Handle ASTM A36 steel 13 Anchors (studs) Section 9-06.15 14 Bolts, Nuts, Washers ASTM F593 or A 193, type 304 or 316 15 16 9-29.2(2)B Heavy Duty Cable Vaults and Pull Boxes 17 Heavy Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a 18 minimum compressive strength of 4000 psi, and have a minimum vertical load rating of 19 46,000 pounds without permanent deformation and 60,000 pounds without failure when 20 tested in accordance with Section 9-29.2(1)C for Heavy Duty Junction Boxes. 21 22 Material for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: 23 24 Concrete Section 6-02 25 Reinforcing Steel Section 9-07 26 Cover Section 9-05.15(1) 27 Ring Section 9-05.15(1) 28 Anchors (studs) Section 9-06.15 29 Bolts, Nuts, Washers ASTM F593 or A193, type 304 or 316 30 31 9-29.2(4) Cover Markings 32 The first sentence of the first paragraph is revised to read: aw 33 34 Junction boxes, cable vaults, and pull boxes with metallic lids shall be 35 marked with the appropriate legend in accordance with the bead weld details • 36 in the Standard Plans. Non-metallic lids shall be embossed with the 37 appropriate legend and a non-skid surface. Legends for metallic lids and 38 non-metallic lids shall be 1-inch nominal height. 39 40 The first sentence of the second paragraph is revised to read: 41 42 Junction boxes, cable vaults and pull boxes shall be marked or embossed 43 for use in accordance with the plans and following schedule: 44 45 9-29.6(2) Slip Base Hardware 46 The last sentence in the first paragraph is revised to read: 47 48 Plate washers shall conform to ASTM A 36, and also shall conform to the flatness 49 tolerances specified in AASHTO M 293 for circular washers. 50 TEST2 59 w 1 9-29.6(5) Foundation Hardware 2 The second and third paragraphs are revised to read: 3 4 Anchor bolts, and associated nuts and washers, for Type CCTV, II, III, IV, and V signal 5 standards and luminaire poles shall conform to Section 9-06.5(4). Anchor rods 6 conforming to ASTM A 449 may be substituted, provided that the galvanized ASTM A 7 449 anchor rods having an ultimate tensile strength above 145 ksi shall be tested for 8 embrittlement in accordance with either ASTM A 143 (if the rod length is equal to or 9 greater than five times the bolt diameter) or ASTM F 606 Section 7 (if the rod length is 10 less than five times the nominal bolt diameter). 11 12 All foundation hardware shall be 100% hot-dipped galvanized in accordance with 13 AASHTO M 111 and AASHTO M 232. 14 w 15 SECTION 9-30, WATER DISTRIBUTION MATERIALS 16 August 7, 2006 .>s 17 9-30.6(3)A Copper Tubing 18 This section is revised to read: 19 20 Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of 21 ASTM B 88, Type K rating. 22 23 SECTION 9-33, CONSTRUCTION GEOTEXTILE 24 August 7, 2006 25 Section 9-33 including title is revised in its entirety to read: 26 27 SECTION 9-33, CONSTRUCTION GEOSYNTHETIC 28 29 9-33.1 Geosynthetic Material Requirements 30 The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and 31 prefabricated drainage mats. 32 33 Geotextiles, including geotextiles attached to prefabricated drainage core to form a 34 prefabricated drainage mat, shall consist only of long chain polymeric fibers or yarns 35 formed into a stable network such that the fibers or yarns retain their position relative to 36 each other during handling, placement, and design service life. At least 95 percent by 37 weight of the material shall be polyolefins or polyesters. The material shall be free from 38 defects or tears. The geotextile shall also be free of any treatment or coating which 39 might adversely alter its hydraulic or physical properties after installation. 40 41 Geogrids shall consist of a regular network of integrally connected polymer tensile 42 elements with an aperture geometry sufficient to permit mechanical interlock with the 43 surrounding backfill. The long chain polymers in the geogrid tensile elements, not rr 44 including coatings, shall consist of at least 95 percent by mass of the material of 45 polyolefins or polyesters. The material shall be free of defects, cuts, and tears. 46 47 Prefabricated drainage core shall consist of a three dimensional polymeric material with 48 a structure that permits flow along the core laterally, and which provides support to the 49 geotextiles attached to it. r TEST2 60 iii 6W 1 2 The geosynthetic shall conform to the properties as indicated in Tables 1 through 8 in 3 Section 9-33.2, and additional tables as required in the Standard Plans and Special 4 Provisions for each use specified in the Plans. Specifically, the geosynthetic uses "` 5 included in this section and their associated tables of properties are as follows: 6 Geotextile Geosynthetic Application Applicable do Property Tables Underground Drainage, Low and Moderate Survivability, Tables 1 and 2 Classes A. B. and C am Separation Table 3 Soil Stabilization Table 3 Permanent Erosion Control, Moderate and High Survivability, Tables 4 and 5 Classes A. B. and C Ditch Lining Table 4 Temporary Silt Fence Table 6 Permanent Geosynthetic Retaining Wall Table 7 and Std. Plans Temporary Geosynthetic Retaining Wall Tables 7 and 10 Prefabricated Drainage Mat Table 8 Table 10 will be included in the Special Provisions. 7 8 Geogrid and geotextile reinforcement in geosynthetic retaining walls shall conform to the 9 properties specified in the Standard Plans for permanent walls, and Table 10 for 10 temporary walls. 11 12 For geosynthetic retaining walls that use geogrid reinforcement, the geotextile material 13 placed at the wall face to retain the backfill material as shown in the Plans shall conform 14 to the properties for Construction Geotextile for Underground Drainage, Moderate 15 Survivability, Class A. 16 17 Thread used for sewing geotextiles shall consist of high strength polypropylene, 18 polyester, or polyamide. Nylon threads will not be allowed. The thread used to sew 19 permanent erosion control geotextiles, and to sew geotextile seams in exposed faces of Ow 20 temporary or permanent geosynthetic retaining walls, shall also be resistant to 21 ultraviolet radiation. The thread shall be of contrasting color to that of the geotextile 22 itself. 23 24 9-33.2 Geosynthetic Properties 25 9-33.2(1) Geotextile Properties .� 26 Table 1: Geotextile for underground drainage strength properties for survivability. 27 ASTM Geotextile Property Requirements Test Low Moderate Method Survivability Survivabilit Geotextile Property Woven I Nonwoven Woven Nonwoven ■r TEST2 61 +rr Grab Tensile D 4632 180 lb 115 lb min. 250 lb 160 lb min. di Strength, in min, min. machine and x-machine direction Grab Failure D 4632 < 50% > 50% < 50% > 50% Strain, in machine and x-machine direction Seam D 4632 160 lb 100 lb min. 220 lb 140 lb min. Breaking min. min. Strength Puncture D 6241 370 lb 220 lb min. 495 lb 310 lb min. at Resistance min. min. Tear D 4533 67 lb min. 40 lb min. 80 lb 50 lb min. Strength, in min. machine and Aw x-machine direction Ultraviolet D 4355 50% strength retained min., (UV) after 500 hours in a xenon arc device Radiation Stability 1 2 Table 2: Geotextile for underground drainage filtration properties. 3 Geotextile Property ASTM Geotextile Property Requirements Test Class A Class B Class C Method ,rtt AOS D 4751 U.S. No. 40 U.S. No. 60 U.S. No. 80 max. max. max. Water Permittivity D 4491 0.5 sec min. 0.4 sec min. 0.3 sec min. 4 5 Table 3: Geotextile for separation or soil stabilization. 6 Geotextile ASTM Geotextile Pro ert y Requirements Property Test Separation Soil Stabilization Method' Woven I Nonwoven Woven I Nonwoven AOS D 4751 U.S. No. 30 max. U.S. No. 40 max. Water D 4491 0.02 sec min. 0.10 sec min. Permittivity Grab Tensile D 4632 250 lb min. 160 lb min. 315 lb min. 200 lb min. Ami, Strength, in machine and x-machine direction Grab Failure D 4632 < 50% > 50% < 50% > 50% Strain, in machine and x-machine direction Seam Breaking D 46323 220 lb min. 140 lb min. 270 lb min. 180 lb min. TEST2 62 to Strength Puncture D 6241 495 lb min. 310 lb min. 620 lb min. 430 lb min. Resistance Tear Strength, D 4533 80 lb min. 50 lb min. 112 lb min. 79 lb min. in machine and x-machine direction Ultraviolet(UV) D 4355 50%strength retained min., Radiation after 500 hours in xenon arc device Stability 2 Table 4: Geotextile for permanent erosion control and ditch lining. 3 Geotextile ASTM Geotextile Property Requirements Property Test Permanent Erosion Control Ditch Lining Method2 Moderate High •� Survivability Survivability Woven Non- Woven Non- Woven Non- woven I woven woven AOS D 4751 See Table 5 See Table 5 U.S. No. 30 max. Water D 4491 See Table 5 See Table 5 0.02 sec min. Permittivity Grab D 4632 250 lb 160 lb 315 lb 200 lb 250 Ib 160 lb Tensile min. min. min. min. min. min. Strength, in machine and x-machine direction Grab D 4632 15% - > 50% 15% - > 50% < 50% > 50% Failure 50% 50% Strain, in machine and x-machine direction Seam —6-4-63-2'— 220 lb 140 lb 270 lb 180 lb 220 lb 140 lb Breaking min. min. min. min. min. min. Strength Puncture D 6241 495 lb 310 lb 620 lb 430 lb 495 lb 310 lb Resistance min. min. min. min. min. min. Tear D 4533 80 lb 50 lb 112 lb 79 lb 80 lb 50 lb Strength, min. min. min. min. min. min. in machine and x-machine irr direction Ultraviolet D 4355 70% strength retained min., (UV) after 500 hours in xenon arc device +�+ Radiation Stability 4 5 Table 5: Filtration properties for geotextile for permanent erosion control. �r TEST2 63 1 ASTM Geotextile Property Requirements' Geotextile Test Property Method Class A Class B Class C AOS D 4751 U.S. No. 40 U.S. No. 60 U.S. No. 70 max. max. max. Water D 4491 0.7 sec' min. 0.4 sec' min. 0.2 sec' min. Permittivity 2 3 Table 6: Geotextile for temporary silt fence. 4 ' Geotextile Property ASTM Geotextile Pro ert y Requirements' Test Unsupported Supported Between Method Between Posts Posts with Wire or Polymeric Mesh AOS D 4751 U.S. No. 30 max. for slit wovens, U.S. No. 50 for all other geotextile types, U.S. No. 100 min. Water Permittivity D 4491 0.02 sec' min. Grab Tensile D 4632 180 lb min. in 100 lb min. Strength, machine direction, rrr in machine and 100 lb min. x-machine direction in x-machine direction Grab Failure Strain, D 4632 30% max. at 180 lb in machine and or more x-machine direction Ultraviolet(UV) D 4355 70% strength retained min., Radiation Stability after 500 hours in xenon arc device 5 6 9-33.2(2) Geosynthetic Properties For Retaining Walls and Reinforced Slopes 7 Table 7: Minimum properties required for geotextile reinforcement used in 8 geosynthetic reinforced slopes and retaining walls. 9 Geotextile Property ASTM Geotextile Property Requirements' Test Woven Nonwoven Method AOS D 4751 U.S. No. 20 max. Water Permittivity D 4491 0.02 sec' min. Grab Tensile D 4632 200 lb min. 120 lb min. Strength, in machine and x-machine direction Grab Failure Strain, D 4632 < 50% > 50% in machine and x-machine direction Seam Breaking D 463234 160 lb min. 100 lb min. Strength Puncture Resistance D 6241 370 lb min. 220 lb min. Tear Strength, D 4533 63 lb min. 50 lb min. in machine and TEST2 64 �r rRadiation direction t(UV) D 4355 70% (for polypropylene and polyethylene) Stability and 50% (f or polyester) Strength Retained min., after 500 hours in a xenon arc device 1 2 9-33.2(3) Prefabricated Drainage Mat 3 Prefabricated drainage mat shall have a single or double dimpled polymeric core 4 with a geotextile attached and shall meet the following requirements: 5 ++ 6 Table 8: Minimum properties required for prefabricated drainage mats. 7 Geotextile Property ASTM Geotextile Property Requirements' r Test Method AOS D 4751 U.S. No. 60 max. Water Permittivity D 4491 0.4 sec' min. Grab Tensile Strength, D 4632 Nonwoven — 100 lb min. in machine and x-machine direction Width D 5199 12 In. min. Thickness 0.4 In. min. ' Compressive Strength at D 1621 100 psi min. Yield In Plan Flow Rate D 4716 +� Gradient= 0.1, Pressure = 5.5 psi 5.0 gal./min./ft. Gradient= 1.0, Pressure = 14.5 psi 15.0 al/min./ft. 8 9 'All geotextile properties in Tables 1 through 8 are minimum average roll 10 values (i.e., the test results for any sampled roll in a lot shall meet or exceed 11 the values shown in the table). 12 13 2The test procedures used are essentially in conformance with the most 14 recently approved ASTM geotextile test procedures, except for geotextile 15 sampling and specimen conditioning, which are in accordance with WSDOT 16 Test Methods T 914, Practice for Sampling of Geotextiles for Testing, and T 17 915, Practice for Conditioning of Geotextiles for Testing, respectively. Copies 18 of these test methods are available at the State Materials Laboratory P.O. Box 19 47365, Olympia, WA 98504-7365. 20 21 'With seam located in the center of 8-inch long specimen oriented parallel to 22 grip faces. 23 24 4Applies only to seams perpendicular to the wall face. 25 26 9-33.3 Aggregate Cushion of Permanent Erosion Control Geotextile 27 Aggregate cushion for permanent erosion control geotextile, Class A shall meet the 28 requirements of Section 9-03.9(2). Aggregate cushion for permanent erosion control 29 geotextile, Class B or C shall meet the requirements of Section 9-03.9(3) and 9-03.9(2). r TEST2 65 +rr 1 2 9-33.4 Geosynthetic Material Approval and Acceptance 3 9-33.4(1) Geosynthetic Material Approval 4 If the geosynthetic source material has not been previously evaluated, or is not 5 listed in the current WSDOT Qualified Products List (QPL), a sample of each 6 proposed geosynthetic shall be submitted to the State Materials Laboratory in 7 Tumwater for evaluation. Geosynthetic material approval will be based on 8 conformance to the applicable properties from the Tables in Section 9-33.2 or in the 9 Standard Plans or Special Provisions. After the sample and required information for 10 each geosynthetic type have arrived at the State Materials Laboratory in Tumwater, 11 a maximum of 14 calendar days will be required for this testing. Source approval 12 shall not be the basis of acceptance of specific lots of material delivered to the 13 Contractor unless the roll numbers of the lot sampled can be clearly identified as 14 the rolls tested and approved in the geosynthetic approval process. 15 16 For geogrid and geotextile products proposed for use in permanent geosynthetic 17 retaining walls or reinforced slopes that are not listed in the current QPL, the 18 Contractor shall submit test information and the calculations used in the 19 determination of Tai performed in accordance with WSDOT Standard Practice T 20 925, Standard Practice for Determination of Long-Term Strength for Geosynthetic 21 Reinforcement, to the State Materials Laboratory in Tumwater for evaluation. The 22 Contracting Agency will require up to 30 calendar days after receipt of the 23 information to complete the evaluation. 24 25 The Contractor shall submit to the Engineer the following information regarding 26 each geosynthetic material proposed for use: 27 28 Manufacturer's name and current address, 29 Full product name, 30 Geosynthetic structure, including fiber/yarn type, rrl 31 Geosynthetic polymer type(s) (for temporary and permanent geosynthetic 32 retaining walls), 33 Proposed geosynthetic use(s), and 34 Certified test results for minimum average roll values. 35 36 9-33.4(2) Vacant 37 38 9-33.4(3) Acceptance Samples 39 When the quantities of geosynthetic materials proposed for use in the following 40 geosynthetic applications are greater than the following amounts, acceptance shall 41 be by satisfactory test report: 42 Application Geosynthetic Quantity Underground Drainage 600 sq yd. Temporary or Permanent Geosynthetic All quantities Retaining Walls 43 44 The samples for acceptance testing shall include the information about each 45 geosynthetic roll to be used as stated in 9-33.4(4). 'i 46 47 Samples will be randomly taken by the Engineer at the job site to confirm that the 48 geosynthetic meets the property values specified. �r TEST2 66 as 1 2 Approval will be based on testing of samples from each lot. A "lot" shall be defined 3 for the purposes of this specification as all geosynthetic rolls within the 4 consignment (i.e., all rolls sent the project site) that were produced by the same 5 manufacturer during a continuous period of production at the same manufacturing 6 plant and have the same product name. After the samples have arrived at the 7 State Materials Laboratory in Tumwater, a maximum of 14 calendar days will be 8 required for this testing. 9 10 If the results of the testing show that a geosynthetic lot, as defined, does not meet 11 the properties required for the specified use as indicated in Tables 1 through 8 in 12 Section 9-33.2, and additional tables as specified in the Special Provisions, the roll 13 or rolls which were sampled will be rejected. Geogrids and geotextiles for 14 temporary geosynthetic retaining walls shall meet the requirements of Table 7, and 15 Table 10 in the Special Provisions. Geogrids and geotextiles for permanent 16 geosynthetic retaining wall shall meet the requirements of Table 7, and Table 9 in 17 the Special Provisions, and both geotextile and geogrid acceptance testing shall 18 meet the required ultimate tensile strength T,,,t as provided in the current QPL for 19 the selected product(s). If the selected product(s) are not listed in the current QPL, 20 the result of the testing for Tu,t shall be greater than or equal to Tuft as determined 21 from the product data submitted and approved by the State Materials Laboratory 22 during source material approval. 23 r 24 Two additional rolls for each roll tested which failed from the lot previously tested 25 will then be selected at random by the Engineer for sampling and retesting. If the 26 retesting shows that any of the additional rolls tested do not meet the required +r► 27 properties, the entire lot will be rejected. If the test results from all the rolls retested 28 meet the required properties, the entire lot minus the roll(s) that failed will be 29 accepted. All geosynthetic that has defects, deterioration, or damage, as 30 determined by the Engineer, will also be rejected. All rejected geosynthetic shall be 31 replaced at no additional expense to the Contracting Agency. 32 33 9-33.4(4) Acceptance by Certificate of Compliance 34 When the quantities of geosynthetic proposed for use in each geosynthetic 35 application are less than or equal to the following amounts, acceptance shall be by 36 Manufacturer's Certificate of Compliance: 37 Application Geosynthetic Quantity Underground Drainage 600 sq. yd. Soil Stabilization and Separation All quantities Permanent Erosion Control All quantities r Temporary Silt Fence All quantities Prefabricated Drainage Mat All quantities 38 39 The Manufacturer's Certificate of Compliance shall include the following information 40 about each geosynthetic roll to be used: 41 42 Manufacturer's name and current address, 43 Full product name, 44 Geosynthetic structure, including fiber/yarn type, wr TEST2 67 ra 1 Geosynthetic Polymer type (for all temporary and permanent geosynthetic 2 retaining walls only), 3 Geosynthetic roll number(s), 4 Geosynthetic lot number(s), 5 Proposed geosynthetic use(s), and 6 Certified test results. 7 8 9-33.4(5) Approval of Seams 'i 9 If the geotextile seams are to be sewn in the field, the Contractor shall provide a 10 section of sewn seam that can be sampled by the Engineer before the geotextile is 11 installed. me 12 13 The seam sewn for sampling shall be sewn using the same equipment and 14 procedures as will be used to sew the production seams. If production seams will 15 be sewn in both the machine and cross-machine directions, the Contractor must 16 provide sewn seams for sampling which are oriented in both the machine and 17 cross-machine directions. The seams sewn for sampling must be at least 2 yards 18 in length in each geotextile direction. If the seams are sewn in the factory, the 19 Engineer will obtain samples of the factory seam at random from any of the rolls to 20 be used. The seam assembly description shall be submitted by the Contractor to 21 the Engineer and will be included with the seam sample obtained for testing. This 22 description shall include the seam type, stitch type, sewing thread type(s), and 23 stitch density. 24 25 SECTION 9-34, PAVEMENT MARKING MATERIAL 26 April 3, 2006 27 9-34.2 Paint 28 This section is revised to read: 29 30 White and yellow paint shall comply with the specifications for high volatile organic 31 compound (VOC) solvent based paint, low VOC solvent based paint or low VOC 32 waterborne paint. Blue paint for "Access Parking Space Symbol with Background" shall d 33 be chosen from a WSDOT QPL listed Manufacturer. The blue color shall match Fed 34 Standard 595, color 15090 and the tolerance of variation shall match that shown in the 35 FHWA"Highway Blue Color Tolerance Chart." 36 37 9-34.3 Plastic 38 This section is revised to read: 39 40 White and yellow plastic pavement marking materials shall comply with the 41 specifications for: 42 43 Type A— Liquid hot applied thermoplastic 44 Type B — Pre-formed fused thermoplastic 45 Type C — Cold applied pre-formed tape 46 Type D— Liquid cold applied methyl methacrylate 47 48 Blue plastic pavement marking material for "Access Parking Space Symbol with 49 Background" shall be chosen from a WSDOT QPL listed Manufacturer. The blue color 50 shall match Fed Standard 595, color 15090 and the tolerance of variation shall match 51 that shown in the FHWA"Highway Blue Color Tolerance Chart." TEST2 68 .r 1 2 9-34.4 Glass Beads 3 In the first sentence the reference to AASHTO M 247-81, Type 1 is revised to AASHTO M 4 247, Type 1. �" 5 6 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS .r 7 April 3, 2006 8 9-35.2 Construction Signs 9 The first paragraph is supplemented with the following: �r 10 11 Post mounted Class A construction signs shall conform to the requirements of this 12 section and additionally shall conform to the requirements stated in section 9-28. Yw 13 14 The second paragraph is revised to read: 15 16 Aluminum sheeting shall be used to fabricate all construction signs. The signs shall 17 have a minimum thickness of 0.080-inches and a maximum thickness of 0.125-inches. 18 19 The first sentence in the fourth paragraph is revised to read: 20 21 The use of plywood, composite, fiberglass reinforced plastic, new fabric rollup signs, 22 and any other previously approved sign materials except aluminum is prohibited. Any 23 sign which otherwise meets the requirements of this section and was purchased prior to 24 July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is used, it shall 25 have been fabricated with Type VI reflective sheeting. 26 TEST2 69 r� c i E � CITY OF RENTON � SPECIAL PROVISIONS 6 f 6 L i L E E E t f City of Renton SPECIAL PROVISIONS SPECIALPROVISIONS ............................................................................. 9 1-01 DEFINITIONS AND TERMS............................................................ 9 1-01.1 General............................................................................................... 9 1-01.3 Definitions......................................................................................... 9 1-02...BID PROCEDURES AND CONDITIONS................................... 11 1-02.6 Preparation of Proposal................................................................ 11 1-02.6(1) Proprietary Information .......................................................... 11 1-02.12 Public Opening of Proposals....................................................... 11 1-03 AWARD AND EXECUTION OF CONTRACT ............................ 11 1-03.1 Consideration of bids .................................................................... 11 1-03.2 Award of Contract......................................................................... 11 1-03.3 Execution of Contract ................................................................... 12 1-04 SCOPE OF WORK.......................................................................... 12 1-04.2 Coordination of Contract Documents... 12 1-04.3 Contractor-Discovered Discrepancies ......................................... 12 1-04.4 Changes........................................................................................... 13 1-04.8 Progress Estimates and Payments................................................ 13 1-04.11 Final Cleanup............................................................................... 13 1-05 CONTROL OF WORK.................................................................... 13 1-05.4 Conformity With and Deviation from Plans and Stakes ........... 13 1-05.4(3) Contractor Supplied Surveying............................................... 14 1-05.4(4) Contractor Provided As-Built Information............................ 15 1-05.7 Removal of Defective and Unauthorized Work.......................... 15 1-05.11(3) Operational Testing................................................................. 17 1-05.14 Cooperation with Other Contractors rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.docl a 1-05.18 Contractor's Daily Diary ............................................................ 18 1-06 CONTROL OF MATERIAL........................................................... 19 1-06.1 Approval of Materials Prior to Use.............................................. 19 1-06.2(1) Samples and Tests for Acceptance... ................................. 19 1-06.2(2) Statistical Evaluation of Materials for Acceptance................ 19 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC........................................................................................................ 19 1-07.1 Laws to be Observed 19 1-07.6 Permits and Licenses..................................................................... 19 1-07.9(5) Required Documents ................................................................ 20 1-07.11(11) City of Renton Affidavit of Compliance.............................. 20 1-07.12 Federal Agency Inspection..........................................................20 1-07.13(1) General.....................................................................................20 1-07.16(1) Private/Public Property.......................................................... 21 ,r 1-07.17 Utilities and Similar Facilities ....................................................22 1-07.17(1) Interruption of Services..........................................................23 1-07.18 Public Liability and Property Damage Insurance ................... 23 1-07.22 Use of Explosives.......................................................................... 26 1-07.23(1) Construction Under Traffic ...................................................26 1-08 PROSECUTION AND PROGRESS...............................................28 1-08.0 Preliminary Matters......................................................................28 1-08.0(1) Preconstruction Conference.....................................................28 1-08.1 Subcontracting............................................................................... 29 , 1-08.2 Assignment .....................................................................................30 1-08.3 Progress Schedule..........................................................................30 1-08.5 Time For Completion....................................................................31 1-08.6 Suspension of Work.......................................................................32 1-08.9 Liquidated Damages......................................................................32 1-08.11 Contractor's Plant and Equipment............................................33 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc2 w 1-08.12 Attention to Work........................................................................33 1-09 MEASUREMENT AND PAYMENT..............................................33 1-09.1 Measurement of Quantities ..........................................................33 1-09.3 Scope of Payment...........................................................................34 1-09.7 Mobilization 1-09.9 Payments.........................................................................................35 1-09.9(1) Retainage 1-09.11(2) Claims.......................................................................................37 1-09.13(3)B Procedures to Pursue Arbitration.......................................38 1-09.14 Payment Schedule (New Section).............. .............................. .38 1-10 TEMPORARY TRAFFIC CONTROL ..........................................40 1-10.1 General ...... 40 1-10.2(1)B Traffic Control Supervisor.................................................... 41 1-10.2(2) Traffic Control Plans ................................................................41 1-10.3(3) Construction Signs....................................................................41 1-10.4 Measurement..................................................................................41 1-10.5 Payment..........................................................................................41 1-11 RENTON SURVEYING STANDARDS 42 ......................................... 2-01 CLEARINGS GRUBBINGS AND ROADSIDE CLEANUP...........47 2-01.1 Description .....................................................................................47 2-01.2 Disposal of Usable Material and Debris......................................47 2-01.5 Payment..........................................................................................47 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS .............47 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs........................47 2-02.4 Measurement..................................................................................48 2-02.5 Payment..........................................................................................48 2-03 ROADWAY EXCAVATION AND EMBANKMENT....................48 2-03.3 Construction Requirements.......................................................... 48 2-03.4 Measurement..................................................................................49 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc3 2-03.5 Payment..........................................................................................49 2-04 HAUL.................................................................................................50 2-04.5 Payment..........................................................................................50 Sri 2-06 SUBGRADE PREPARATION........................................................50 2-06.5 Measurement and Payment.........................................................50 2-09 STRUCTURE EXCAVATION ........................................................ 50 2-09.1 Description .....................................................................................50 2-09.3(1)D Disposal of Excavated Material............................................50 2-09.4 Measurement..................................................................................50 2-09.5 Payment..........................................................................................51 5-04 ASPHALT CONCRETE PAVEMENT...........................................52 5-06 TRENCH RESTORATION AND OVERLAY............................... 54 7-01 DRAINS.............................................................................................58 7-01.2 Materials.........................................................................................58 7-01.3 Construction Requirements..........................................................58 7-01.4 Measurement.................................................................................. 58 7-02 CULVERTS.......................................................................................58 7-02.2 Materials......................................................................................... 58 7-04 STORM SEWERS............................................................................58 7-04.2 Materials.........................................................................................58 7-04.4 Measurement.................................................................................. 59 7-04.5 Payment..........................................................................................59 7-05 MANHOLES, INLETS,AND CATCH BASINS........................... 59 7-05.3(1) Adjusting Manholes and Catch Basins to Grade................... 59 7-05.3(2) Abandon Existing Manholes....................................................60 7-05.3(3) Connections to Existing Manholes .......................................... 61 7-05.4 Measurement.................................................................................. 61 7-05.5 Payment.......................................................................................... 62 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ............. 62 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc4 7-08.3(1)C Bedding the Pipe ....................................................................62 7-08.3(2)A Survey Line and Grade.......................................................... 62 7-08.3(2)B Pipe Laying— General 7-08.3(2)E Rubber Gasketed Joints 7-08.3(2)H Sewer Line Connections........................................................ 63 7-08.3(2)J Placing PVC Pipe....................................................................63 7-08.4 Measurement.................................................................................. 63 7-08.5 Payment..........................................................................................64 7-09 PIPE AND FITTINGS FOR WATER MAINS.............................. 64 7-09.3(15)A Ductile Iron Pipe................................................................... 64 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) ........64 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene... 64 7-09.3(19)A Connections to Existing Mains............................................ 65 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block................65 7-09.3(23) Hydrostatic Pressure Test....................................................... 65 7-09.3(24)A Flushing and .........................................................................66 7-09.3(24)D Dry Calcium Hypochlorite.................................................. 67 7-09.3(24)K Retention Period .................................................................. 67 7-09.3(24)N Final Flushing and Testing..................................................67 7-09.3(25) Joint Restraint Systems.......................................................... 67 ., 7-09.4 Measurement.................................................................................. 69 7-09.5 Payment..........................................................................................69 7-12 VALVES FOR WATER MAINS...................................................... 70 7-12.3(1) Installation of Valve Marker Post............................................ 70 7-12.3(2) Adjust Existing Valve Box to Grade........................................ 70 7-12.4 Measurement.................................................................................. 70 7-12.5 Payment.......................................................................................... 70 7-14 HYDRANTS...................................................................................... 71 7-14.3(1) Setting Hydrants ....................................................................... 71 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc5 rr 1 7-14.3(3) Resetting Existing Hydrants.................................................... 72 7-14.3(4) Moving Existing Hydrants....................................................... 72 7-14.5 Payment.......................................................................................... 72 7-15 SERVICE CONECTIONS............................................................... 72 7-15.3 Construction Details...................................................................... 72 7-15.5 Payment.......................................................................................... 73 7-17 SANITARY SEWERS ...................................................................... 73 7-17.2 Materials......................................................................................... 73 7-17.3(1) Protection of Existing Sewerage Facilities.............................. 73 7-17.3(2)H Television Inspection.............................................................. 73 7-17.4 Measurement.................................................................................. 74 7-17.5 Payment ................................. ...................................................... 74 8-09 RAISED PAVEMENT MARKERS ................................................75 : 8-09.5 Payment................................................................................... ... 75 8-13 MONUMENT CASES...................................................................... 75 a w 8-13.1 Description ..................................................................................... 75 8-13.3 Construction Requirements................. 8-13.4 Measurement................................................................................. 75 8-13.5 Payment......................................................................................... 75 8-14 CEMENT CONCRETE SIDEWALKS.......................................... 76 -14.3(4) Curing ........................................................................................ 76 8-14.4 Measurement.................................................................................. 76 8-14.5 Payment.......................................................................................... 76 8-17 IMPACT ATTENUATOR SYSTEMS............................................ 76 8-17.5 Payment.......................................................................................... 76 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL............................................................................................ 77 8-20.2(1) Equipment List and Drawings................................................. 77 8-22 PAVEMENT MARKING................................................................. 77 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc6 8-22.1 Description 8-22.3(5) Installation Instructions ........................................................... 78 8-22.5 Payment.......................................................................................... 78 8-23 TEMPORARY PAVEMENT MARKINGS.................................... 78 n8-23.5 Payment.......................................................................................... 78 8-24.3(1) Rock Wall................................................................................... 78 9-03.8(2) HMA Test Requirements........................................................... 80 9-05 DRAINAGE STRUCTURES, CULVERTS,AND CONDUITS .. 80 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) ......................................80 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC)........................ 80 9-05.7(2)A Basis for Acceptance (RC)..................................................... 81 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC).................................81 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) ...................81 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) ..................................... 81 9-05.12(3) CPEP Sewer Pipe .................................................................... 82 9-05.14 ABS Composite Sewer Pipe ............................... 82 ........................ 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe................................... 82 9-08 PAINTS..............................................................................................88 9-08.8 Manhole Coating System Products..............................................88 wr 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES......90 9-23.9 Fly Ash (RC)...................................................................................90 9-30 WATER DISTRIBUTION MATERIALS...................................... 91 9-30.3(1) Gate Valves (3inches to 12 inches)........................................... 91 9-30.3(3) Butterfly Valves.........................................................................91 9-30.3(5) Valve Marker Posts................................................................... 92 9-30.3(7) Combination Air Release/Air Vacuum Valves........................92 9-30.3(8) Tapping Sleeve and Valve Assembly 92 9-30.3(9) Blow-Off Assembly ................................................................... 92 9-30.5 Hydrants......................................................................................... 92 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc7 9-30.5(1) End Connections (RC).............................................................. 92 9-30.5(2) Hydrant Dimensions.................................................................92 9-30.6(3)B Polyethylene Pipe ' 9-30.6(4) Service Fittings..........................................................................93 9-30.6(5) Meter Setters .............................................................................93 _ rc H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc8 r SPECIAL PROVISIONS 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of god "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the work, which might reasonably have been anticipated from historical records of the general locality of the work, shall not be construed as an act of god. 66 Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. ift Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. so Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the work. �r Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract time begins. Contract Completion Date: The date by which the work is contractually required to be completed. Final Acceptance Date: The date the Contracting Agency accepts the work as complete per the contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by Owner for the construction engineering of a specific public works project. wa H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc9 z Inspector Owner's authorized representative assigned to make necessary observations of the work performed or being performed, or of materials furnished or being furnished by Contractor. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as"Contract Bond"defined in the Standard Specifications. Plans The contract plans and/or standard plans which show location, character, and dimensions of prescribed work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to Engineer's points,this shall mean all marks, bench marks, reference points, stakes, hubs,tack, etc., established by Engineer for maintaining horizontal and vertical control of the work. Provide Means"furnish and install"as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Planning/Building/Public Works Administrator. Shop Drawings Same as "Working Drawings"defined in the Standard Specifications. Special Provisions Modifications to the standard specifications and supplemental specifications that apply to an individual project. The special provisions may describe work the specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shall include all costs of doing this work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by Engineer at request of Contractor by means of drawings or documents necessary, in the opinion of Engineer, for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc10 Utility Public or private fixed improvement for the transportation of fluids, gases,power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, in pipelines, conduits, ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS to 1-02.6 Preparation of Proposal The third paragraph is revised as follows: All prices shall be in legible figures and words written in ink or typed.The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), each unit price shall also be written in words; where a conflict arises the written words shall prevail. 1-02.6(1) Proprietary Information 1-02.6(1) is a new section. IN (******) Vendors should, in the bid proposal, identify clearly any material(s) which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW No 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has be been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt., 1-02.12 Public Opening of Proposals io Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-03 AWARD AND EXECUTION OF CONTRACT �r 1-03.1 Consideration of bids Section 1-03.1 is supplemented with the following: (******) All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: (******) The contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. �r �r H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.docl 1 nr 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: (******) Within 10 calendar days after receipt from the City of the forms and documents required to be �rf completed by the Contractor, the successful bidder shall return the signed Contracting Agency- prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation activities. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: (******) Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4,and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to Division 1-99 APWA Supplement 6. Amendments to the Standard Specifications, 7. Division 1-99 APWA Supplement 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 9. Contracting Agency's Standard Plans (if any) 10. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction Section 1-04.3 is a new section: (******) 1-04.3 Contractor-Discovered Discrepancies Upon receipt of award of contract, Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. Contractor shall, prior to ordering material or performing work, report in writing to Engineer any n H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc12 error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If Contractor, in the course of this study or in the accomplishment of the work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery, until correction of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is involved, the procedure shall be as provided in Section 1- irr 04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: wr The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump sum work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: All salvage material as noted on the plans and taken from any of the discarded facilities shall, at the engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The contract price for "Finish and Cleanup, lump sum," shall be full compensation for all work, equipment and materials required to perform final cleanup. If this pay item does not appear in the contract documents then final clean up shall be considered incidental to the contract and to other pay item and no further compensation shall be made. rrr 1-05 CONTROL OF WORK No 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey +"" work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 1-11 and elsewhere in these specifications as being provided by the Engineer. All costs for this survey work shall be included in"Contractor Supplied Surveying," per lump sum. rr The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation w slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site which has been prepared to permit construction staking to so proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc13 +Mr The Contractor shall carefully preserve stakes marks and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control so points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon m discovery,be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. 06 All survey work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these specifications. 1 The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the contract work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey work and the survey work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey work required by the Engineer will be deducted from monies due or to become due the Contractor. 4i All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. MA 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: When the contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey work required for the project. The Contractor shall retain as a part of the Contractor Organization an l experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey work shall be done in accordance with Sections 1-05.4 and 1- 11. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project. a H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.docl4 err If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these plans and specifications, accurate As-Built records and other work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from moneys owed to the Contractor. Payment per Section 1-04.1 for all work and materials required for the full and complete survey work required to complete the project and as-built drawings shall be included in the lump sum price for ow "Contractor Supplied Surveying." 1-05.4(4) Contractor Provided As-Built Information Section 1-05.4(4) is a new section: to It shall be the contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed MW during his work as covered under this project. It shall be the contractor's responsibility to have his surveyor locate by centerline station, offset and elevation each major item of work done under this contract per the survey standard of Section 1-11. to Major items of work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants,Major Changes in Design Grade,Vaults, Culverts, Signal Poles, Electrical Cabinets. to After the completion of the work covered by this contract, the contractors surveyor shall provide to the City the hard covered field book(s) containing the as-built notes and one set of white prints of the project drawings upon which he has plotted the notes of the contractor locating existing utilities, and go one set of white prints of the project drawings upon which he has plotted the as-built location of the new work as he recorded in the field book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy. All costs for as-built work shall be included in the contract item "Contractor Supplied Surveying," lump sum. 1-05.7 Removal of Defective and Unauthorized Work to Section 1-05.7 is supplemented as follows: Contractor shall promptly replace and re-execute work by Contractor forces, in accordance with the gr intent of the Contract and without expense to Owner, and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If Contractor does not remove such condemned work and materials and commence re-execution of w the work within 7 calendar days of notice from Engineer, Owner may correct the same as provided in the Standard Specifications. In that case, Owner may store removed material. If Contractor does not pay the cost of such removal and storage within 10 calendar days from the date 40 of the notice to Contractor of the fact of such removal, Owner may, upon an additional 10 calendar days' written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from moneys due to Contractor, including costs of sale, and accounting to Contractor for the o net proceeds remaining. Owner may bid at any such sale. Contractor shall be liable to Owner for the amount of any deficiency from any funds otherwise due Contractor. 1-05.10 Guarantees OP Section 1-05.10 is supplemented as follows: If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, of if such Work has been rejected by the Engineer, remove it from the Project Site and replace rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc15 +�r it with non-defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.8 "Owners Right to Correct Defective and/or Unauthorized Work." i The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. ` The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the tight of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete,the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction of repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If after this inspection,the Engineer concurs with the Contractor that the Work is substantially 1 complete and ready for its intended use,the Engineer,by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use,the Engineer will,by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable,the Contractor shall pursue vigorously,diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion.The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection Date When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc16 S`w will set a date for Final Inspection.The Engineer and the Contractor will then make a final Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection revels the Work incomplete of unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written +r Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, rake whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing , of the date upon which the Work was considered physically complete, that date shall constitute the Physical completion date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a minimum of 3 fir► working days'notice of the time for each test and inspection. If the inspection is by another authority than Engineer, Contractor shall give Engineer a minimum of 3 working days' notice of the date fixed for such inspection. Required certificates of inspection by other authority than Engineer shall be secured by Contractor. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. be 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: Contractor shall afford Owner and other contractors working in the area reasonable opportunity for 40 the introduction and storage of their materials and the execution of their respective work and shall properly connect and coordinate Contractor's work with theirs. do Other utilities, districts, agencies, and contractors who may be working within the project area are: 1. Puget Sound Energy(gas and electric) 2. AT&T Broadband 3. QWest Communications 4. City of Renton(water, sewer, transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. + No H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc17 it 1-05.18 D OS 8 Contractors ally Diary Section 1-05.18 is a new section: Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this Work. This Diary will be created by pen entries in a hard-bound diary book of the type that is commonly available through commercial outlets. The Diary must contain the Project and Number; if the Diary is in loose-leaf form, this information must appear on every page. The Diary must be kept and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of work accomplished during the day with adequate references to r1 the Plans and Contract Provisions so that the reader can easily and accurately identify said work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect Contractor, Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off-site by Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on-site during each day. 8. Listing of the number of Contractor's employees working during each day by category of employment. 9. Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake-out, and all other services furnished by Owner or other party during each day. 11. Entries to verify the daily (including non-work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, Mi quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page numbers. 15. Each page must be signed and dated by Contractor's official representative on the project. Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this Contract. Failure of Contractor to maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc18 + W i'" 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use ift Section 1-06.1 is supplemented as follows: The materials and equipment lists submitted to Engineer at the Preconstruction Conference shall include the quantity, manufacturer and model number, if applicable, of materials and equipment to be 4W installed under the Contract. This list will be checked by Engineer as to conformity with the Contract Documents. Engineer will review the lists within 10 working days, noting required corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within one week is after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. o 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1)is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by Engineer ir• does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. No 1-06.2(2) Statistical Evaluation of Materials forAcceptance Section 1-06.02(2) is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of ift Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC im 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: " Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to Engineer by Contractor. Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from jig public observation, shall be provided and maintained by Contractor. 1-07.5 Environmental Regulations Project SWP-27- Section 1-07.5 is supplemented as follows: The Contractor shall comply with all construction related provisions of the HPA and other permits obtained by the City. The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violations of any construction related provisions. The City will not make additional compensation for any changes or fines due to the Contractors violations. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc19 The permits, easements, and right of entry documents that have been acquired are available for inspection and review. Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the work, and inspection fees in connection therewith shall be secured and paid for by Contractor. If Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by Owner thereby shall be charged against Contractor and deducted from any funds otherwise due Contractor. 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower tier subcontractors,regardless of project's funding source. 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13(1) General Section 1-07.13(1)is supplemented as follows: During unfavorable weather and other conditions, the contractor shall pursue only such portions of the work as shall not be damaged thereby. No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless by special means or precautions acceptable to the engineer, the contractor shall be able to overcome them. 4W H:\File Sys\SWP- Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc20 Vi ON 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and replace it with the following: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the work, nearby land, streams , and other bodies of water, the Contractor shall perform all work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. 1-07.14 Responsibility for Damage Project SWP-27- Section 1-07.14 is supplemented by adding the following: All references to the State» "Secretary", «, Commission , and officers and employees of the State"shall read"Contracting Agency". 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project. The contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the work under the contract together with the right of access to such lands. The contractor shall not unreasonably encumber the premises with his equipment or materials. The contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary work as required by his operations. The contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. Irr A. General. All construction work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The contractor shall schedule his work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way,the contractor shall strip top soil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area,the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and w debris. The contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by wr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCvo2.doc21 Ems. side sewer contractors for all work, including excavation and backfill, on easements or rights-of-way Ad which have lawn areas. All fences,markers,mailboxes, or other temporary obstacles shall be removed by the contractor and immediately replace, after the trench is backfilled, in their original , position. The contractor shall notify the Contracting Agency and property Owner at least 24 hours in advance of any work done on easements or rights-of-way. r Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work shall be done to the satisfaction of the property Owners and the Contracting Agency at the expense of the contractor. D. Streets. The contractor will assume all responsibility of restoration of the surface of all streets (traveled ways)used by him if damaged. In the event the contractor does not have labor or material immediately available to make necessary t repairs, the contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the contractor. The contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor,Renton City Hall, 1055 South Grady Way. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: Existing utilities indicated in the Plans have been plotted from the best information available to Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the work. All utility valves, manholes,vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type of utility. All Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area,have been located and marked. In addition to Contractor having all utilities field marked before starting work, Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48 Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, Contractor shall notify the Underground 1 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc22 Utilities Location Center by telephone of the planned excavation and progress schedule. Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by Contractor for locations. IN Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or io relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before Contractor begins work, or may be performed in conjunction with the contract work. Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects to of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and Contractor shall consider such costs to be incidental to the other items of the contract. `ra Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. itrr Payment Payment will be made at the discretion of Engineer, for the following bid item(s) in accordance with Section 1-09.6 of the Standard Specifications and these Special Provisions: "Utility Potholing,"Force Account "Resolution of Utility Conflicts,"Force Account 1-07.17(1) Interruption of Services Section 1-07.17(1) is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be Contractor's responsibility to notify the affected users and Engineer not less than 48 hours in advance of such outage. Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by Contractor at no cost to Owner. Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and lump sum items of the Contract;no separate payment will be made. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: 1-07.18(1) General The contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc23 iltr company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance r policy effecting coverage(s) required on the contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. 1-07.18(2) Coverages As part of the response to this proposal, the Contractor shall submit a completed City of Renton Insurance Information form which details specific coverage and limits for this contract. All coverage provided by the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims-made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. Best rating of AVII(A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: I� • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable). • Explosion, Collapse and Underground Hazards _ • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc24 ift • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non-Owned Vehicles • Hired Vehicles C. Workers'Compensation • Statutory Benefits(Coverage A) - Show Washington Labor&Industries Number D. Umbrella Liability(when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, (i.e. architectural, engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability covering wrongful acts, errors and/or omissions of the CONTRACTOR for damage sustained by reason of or in the course of operations under this Contract. F. The Contracting Agency reserves the right to request and/or require additional coverages as may be appropriate based on work performed(i.e. pollution liability). CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause(Cross Liability) r D. Policy may not be non-renewed, canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the contractor from liability in excess of such limits. The CONTRACTOR shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage(Any One Fire) $50,000 Medical Payments(Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers'Compensation Statutory Benefits-Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability 1W H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc25 be 1 Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Professional Liability(If required) Each Occurrence/Incident/Claim $1,000,000 Aggregate $2,000,000 The City may require the CONTRACTOR to keep professional liability coverage in effect for up to two(2)years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in writing in the event any general aggregate or other aggregate limits are reduced. At their own expense, the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing t such coverage is in force. 1-07.18(4) Evidence of Insurance: Within 20 days of award of the contract the CONTRACTOR shall provide evidence of insurance by submitting to the CONTRACTING AGENCY the following: 1. City of Renton Insurance Information Form(attached herein)without modification. 2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder"; B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". C. Amend the cancellation clause to state: "Policy may not be non-renewed, canceled or materially changed or altered unless 45 days prior written notice is provided to the City". Notification shall be provided to the City by certified mail. i For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented by adding the following: The contractor shall be responsible for controlling dust and mud within the project limits and on any street which is utilized by his equipment for the duration of the project. The contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. R H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc26 Complaints of dust, mud, or unsafe practices and/or property damage to private Ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. Contractor shall maintain the roads during construction in a suitable condition to minimize affects to irr vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by Contractor. At least one-way traffic shall be maintained on all cross-streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non-working hours. Contractor shall provide one driveable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the IN course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. W Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access—at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial rr property. Contractor shall give a copy of all notices to Engineer. When the abutting owners'access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access IN facility is available. All unattended excavations shall be properly barricaded and covered at all times. Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.24 Rights of Way Section 1-07.24 is supplemented by adding the following: Street right of way lines, limits of easements. and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly issued Addendum. Whenever any of the Work is accomplished on or through property other than public tight of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained buy the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc27 6 The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS Section 1-08.0 is a new section with subsection: 1-08.0 Preliminary Matters 1-08.0(1) Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 4 Contractor's plan of operation and progress schedule(3+copies) + Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with Bid) p List of materials fabricated or manufactured off the project -� Material sources on the project -� Names of principal suppliers Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) + Weighted wage rates for all employee classifications anticipated to be used on Project Cost percentage breakdown for lump sum bid item(s) Shop Drawings (bring preliminary list) + Traffic Control Plans (3+copies) + Temporary Water Pollution/Erosion Control Plan In addition,the Contractor shall be prepared to address: Bonds and insurance Project meetings—schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than Contractor Compliance with Contract Documents Acceptance and approval of work Labor compliance, payrolls, certifications Safety regulations for Contractors'and Owner's employees and representatives H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-13CW2.docH Suspension of work, time extensions Change order procedures Progress estimates -procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special work Any interpretation of the Contract Documents requested by Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the work Processing and administration of public complaints Easements and rights of entry Other contracts The franchise utilities may be present at the preconstruction conference, and Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.1 Subcontracting Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by Contractor to Engineer at least 7 calendar days prior to start of a subcontractor's work. Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of all subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by Contractor. Contractor shall be required to give personal attention to the work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and Owner. Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.1(3) Hours of Work Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the Work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the contractor exceeds the Contracting Agency's noise control regulations or complaints are received im from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sunday, holidays of other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to : requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc29 Saturday and holiday as working day with regards to the Contract Time; and considering multiple work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such work necessitates their presence. 1-08.1(3) Reimbursement for Overtime Work of Contracting Agency Employees Where the Contractor elects to work on a Saturday, Sunday,or other holiday, of longer than an 8-hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer.The Contractor shall reimburse the Contraction Agency for the full amount of the straight time plus overtime costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: Contractor shall not assign any moneys due or to become due to Contractor hereunder without the prior written consent of Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path,the schedule shall show the float, or slack, time. 2. Procurement of material and equipment. 3. Submittals requiring review by Engineer. Submittal by Contractor and review by Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor,agent, or any third party. 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion of Engineer—in the interest of public safety and welfare or of Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind schedule, Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining work items will be completed within the authorized contract time. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc30 Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by Engineer. When such changes are accepted by Engineer, the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth specific work to be performed the following week, and a tentative schedule for the second week. as Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met, Engineer will require 16 Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve Owner of any responsibility for delays to Contractor in the performance of the work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is supplemented as follows: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer.The Contractor shall commence construction activities on the Project Site within ten days of the Notice to Proceed Date. Irr� The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. There shall be no voluntary shutdowns or slowing of operations b the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the Contractual obligation to complete the work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer.The Contract Time will be stated in"working days", shall begin on the Notice To Proceed Date, and shall end on the Contract Completion Date. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day,the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non- working day. The Contract Time has been established to allow for periods of normal inclement weather which, from historical records, is to be expected during the Contract Time, and during which periods, work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which is designated a nonworking day or an Engineer determined unworkable day. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc31 The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2)the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4)the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the contract. Such purchase orders shall disclose the estimated delivery dates for the equipment. All items of work which can be performed without delivery of the critical items shall start and be completed as soon as possible. At that time, Engineer may suspend the work upon request of Contractor until the critical items are delivered to Contractor, if the Contracting Agency received a 1 purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. Contractor will be entitled to only one such suspension of time during the performance of the work and during such suspension shall not perform any additional work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1- 08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in writing. The work shall be resumed by Contractor within 14 calendar days after the date fixed in the written notice from Owner to Contractor to do so. , Contractor shall not suspend work under the Contract without the written order of Owner. If it has been determined that Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays and shall be based upon Contractor's diligently pursuing the work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: In addition, Contractor shall compensate Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by Owner as a result of such delay. Such labor costs will be billed to Contractor at actual costs, including administrative overhead costs. In the event that Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its costs, including reasonable attorneys fees, from Contractor. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc32 1-08.11 Contractor's Plant and Equipment The contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the contractor's plant and equipment in the performance of any work on the site of the work. The use by the Owner of such plant and equipment shall be considered as extra work and paid for accordingly. rr Neither the Owner nor the engineer assumes any responsibility, at any time, for the security of the site from the time contractor's operations have commenced until final acceptance of the work by the engineer and the Owner. The contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1-08.12 Attention to Work Section 1-08.12 is a new section: to The contractor shall give his personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the to contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. wo 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities to Section 1-09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost No percentage breakdown of the lump sum bidprice(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment im for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered work changes. it Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. 66 All trucks to be employed on this work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of Engineer, and there shall be no duplication of numbers. err Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: io 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery ift 4 Location of delivery,by street and stationing on each street 5 Place for Engineer to acknowledge receipt 6 Pay item number H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc33 7 Contract number and/or name It will be Contractor's responsibility to see that a ticket is given to Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by Engineer to verify quantity shown on ticket. Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. nr All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight(stamped at source) 3. Gross truck load weight in tons(stamped at source) 4. Net load weight(stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced in the "Payment" clause of each Section of the Standard Specifications, will be the only items for which compensation will be made for the Work described in or specified in that particular Section when the - Contractor performs the specified Work. Should a Bid Item be listed in a"Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the work is not stated as included in or incidental to a pay item in the contract and is not work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit Bid Item price in the Proposal Form requires that said unit Bid Item price cover and be considered compensation for certain work or material essential to the item, then the work or material will not be measured or paid for under any other Unit Bid Item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit Bid Items appearing in these Specifications are changed to singular form. Payment for Bid Items listed or referenced in the "Payment" clause of any particular Section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular Section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form.When items are to be"furnished"under one payment item and"installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the work, delivered to the applicable Contracting Agency storage site when provided for in the H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc34 rr Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1-09.7 Mobilization r„ Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of r an office,buildings, and other facilities necessary for work on the project;providing sanitary facilities for Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by Owner. io This item shall also include providing Engineer and Inspectors with access to telephone, facsimile machine, and copy machine during all hours Contractor is working on the jobsite; and a table and chair for their use when needed. am Payment will be made for the following bid item(s): "Mobilization,"Lump Sum. wr 1-09.9 Payments Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by Engineer by so receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may direct. Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule(see Section 1-08.3). 1-09.9(1) Retainage Section 1-09.9(1)is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law and if Owner has no unsatisfied claims against Contractor. In the event claims are filed, Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such amount as is required to satisfy any claims by Owner against Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until Contractor, if it requested, delivers to Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as Contractor has knowledge or information,the release and receipts include all labor and materials for which a lien could be filed: but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall reimburse to Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2)is a new section: wr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCO2.do65 In addition to monies retained pursuant to RCW 60.28 and subject to RXW 39.04.250, RCW 39.12 and RCW 39.76,the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities which the contractor is obligated to pay. 3. Utilizing material,tested and inspected by the Engineer, for purposes not connected with the Work(Section 1-05.6) 4. Landscape damage assessments per Section 1-07.16. 5. For overtime work performed by City personnel per Section 1-08.1(4) 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule which indicates the Work will not be complete within the Contract Time. When calculating an anticipated time overrun,the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work.The amount withheld under this subparagraph will be base upon the liquidated dames amount per day se forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the contract, including but not limited to: a. Failure of the Contractor to perform any of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized work(Section 1-05.8). d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor of subcontractor an=of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker's benefits(Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. wi The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, 1. no legal action has commenced to resolve the validity of the claims, and 2. the Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. 4d H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc36 a No to 1-09.9(3) Final Payment Section 1-09.9(2) is a new section: pr Upon Acceptance of the Work by the Contracting Agency the final amount to be paid the Contactor will-be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the Final Payment shall be and shall operate as a release: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims to in stated amounts as may be specifically excepted in writing by the Contractor; 2. for all things done or furnished in connection with the Work; 3. for every act and neglect by the Contracting Agency; and 4. for all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the irr Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify am the amounts paid to the DB,MBE or WBE subcontractors regardless of tier. On Federally-funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will occur +rr only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents, If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are completed in accordance with Section 1-08.5 of for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and regulations — Federal, State, or local — that affect the contract. The dated the Contraction Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date(Section 1-05.12). 1-09.11(2) Claims Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in to this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the work is performed. ww H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc37 tN 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof, 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the contractor unless it is the board's majority opinion that the contractor's filing of the protest or action is capricious or without reasonable foundation. In the latter case, all costs shall be borne by the contractor. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc38 Dayton Ave NE/NE 22nd St Drainage Improvement Project r�r 1-09.14 Payment Schedule (New Section) Project SWP-27-3296 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 r" the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public regulations of public agencies having jurisdiction, including Safety and Health Administration of the US Department of Labor(OSHA). B. The Owner shall not pay for material quantities that exceed the actual measured +r amount used and approved by the ENGINEER. C. It is the intention of these specifications that the performance of all work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the plans, specifications, and general construction practice, shall be considered incidental to the construction of the project and the Contractor shall include the cost within the unit bid prices. No separate payment will be made for these incidental items. 1-09.14(1) Basic Bid (New Section) This section lists the basic bid items which will determine the low bidder for this project. Measurement and Payment, where described in a bid item, shall supercede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. rrn Bid Item 1: Mobilization (Lump Sum) Mobilization includes the complete cost of furnishing and installing, complete and in-place all work and materials necessary to move equipment and personnel to the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction. The Contractor shall prepare a Mobilization Plan showing the proposed location for storage of all equipment and material proposed to be located at the site. Storage shall not interfere with use of the City ROW and commercial and residential access. Equipment and material shall not be stored on private property outside the existing easements or work area limits. For any proposed storage on private property outside the easement or work area the Contractor shall obtain a Temporary Use Permit for storage areas on private property. The Contractor shall be responsible for all fees, applications, and work needed to obtain the H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section I-09-14.doc Page I 1/ Dayton Ave NE/NE 22nd St Drainage Improvement Project permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Work hours shall be limited to weekdays only, between the hours of 7:00 a.m. and 6:00 p.m. unless otherwise approved in advance by the City. Machinery shall not be started before 7:00 a.m. 1 Work on weekends will not be allowed, except as approved in writing by the Engineer. The Contractor shall prepare a Work Plan that shall include the following: A. Proposed Construction Sequence and Schedule for all major items of work. B. Mobilization Plan showing the proposed location for storage of all equipment and materials. C. Temporary Erosion and Sediment Control Plan for all stages of the project. D. Traffic Control Plan, including provisions for cleaning and sweeping of any impacted roadways. E. Trench Excavation Safety Systems plan/provisions. F. Temporary Stormwater Bypass Plan. G. Identify Disposal Sites for various waste materials and provide copies of the site's permits and approvals. The Work Plan shall be submitted to the City for review, revision, and approval within 14 days of the contract award. Final cleanup, dressing, and trimming the project area after construction, and removing all personnel and equipment off the site shall be included in this bid item, or in the Restoration bid item if one is included for the project. Payment for Mobilization will be made at the lump sum amount bid, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. Up to 80 percent of this item will be paid after the Contractor is fully in operation and construction has begun. 3 10 Percent will paid when the project is completed, cleanup and restoration is complete, and all items are to the satisfaction of the Owner. The remaining 10 percent will be paid after the 1-year maintenance period is completed to the satisfaction of the City. Bid Item 2: Construction Surveying, Staking, and As-built (Lump Sum) Surveying shall be per Special Provisions Section 1-05.4 and the City of Renton Surveying Standards in Special Provisions Section 1-11. The as-built survey shall be per Special Provisions Section 1-05.4(4). The surveyor shall provide the City with a set of redline all drawings with the as-built locations and elevations of all new utilities and construction work. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 2 to Dayton Ave NE/NE 22nd St Drainage Improvement Project All work shall be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing storm system structures. Fence Location Survey No All private fences that will be removed for construction shall have their locations surveyed and staked so they can be rebuilt in the same location. All survey work needed to install the new fences in the same location, and as-built the new fence location, is included. Orr Street Monument Survey The street monuments at the intersection of NE 23rd St and Camas Ave NE, and at the N end of Dayton Ave NE, shall have their locations surveyed so they can be rebuilt in the same locations. All survey work needed to install new monuments in the same location, and as-built the new monument locations, is included. r The Fence Location Survey and Street Monument Survey shall be submitted to the City for review and approval before construction starts. 10 Measurement for construction surveying, staking and as-built information will be based on the percentage of work complete at the time of measurement. to Payment for construction surveying, staking and as-built information will be made at the measured percentage amount for the pay period times the unit bid price. Payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to we construct the improvements to the line and grade as shown on the plans, to provide the required construction and as-constructed field (as-built information) notes and drawings, etc. required to complete this item of work in conformance with the Contract Documents. 40 No more than 60% of the bid amount for this item shall be paid prior to the review and acceptance of the as-built information by the Engineer. wr Bid Item 3: Traffic Control (Lump Sum) The Contractor shall prepare a Traffic Control Plan for review and approval by the City. to The plan shall address the proposed working area, signage, flaggers, contractor access to the working area, truck and equipment haul routes, and public access during construction. The Plan shall address any proposed lane and sidewalk closures needed for construction go activities. Truck hauling shall be limited to the hours of 8:30 am to 3:30 PM on principle arterial so streets. NE Park Ave/ NE Sunset Blvd from 1-405 through Edmonds Ave NE is a principle arterial. it Truck hauling hours on Edmonds Ave NE may be restricted due to the presence of the McKnight Middle School. it Allowable work hours are given in Special Provisions Section 1-08, and as may be noted in the plans and specifications. Actual work hours will be approved in the Traffic Control Plan. The City may revise the work hours and Traffic Control Plan to address traffic problems or complaints. All adjustments to the work hours, the Traffic Control Plan, and signage are considered incidental and no additional payment will be made for adjustments. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 3 X11 Dayton Ave NE/NE 22nd St Drainage Improvement Project The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted in Special Provisions Section 1-07.23. The Contractor shall be prepared to use sweeping, power sweepers, watering trucks, and other means necessary to avoid creating a nuisance. Any debris on the roads shall be cleaned immediately. Cleaning the road is considered incidental and no additional payment will be made for this work. Payment will be prorated over the construction period. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the unit bid price, said payment will be complete compensation for all rr labor, materials, equipment, preparing and conforming to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control devices, temporary striping, cleanup, etc. required to complete this item of work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). laid Item 4: Temporary Erosion and Sediment Control (Lump Sum) Temporary Erosion and Sediment Control (TESC) includes planning, installing, maintaining, and removing temporary erosion control measures needed for project construction. Erosion control consists of all activities needed to prevent soil erosion on the project site, creation of sediment-laden water, and migration of sediment-laden water into the City drainage system, other watercourses, or private property. For this type of project typical Erosion Control measures include catch basin protection, cleaning catch basins, and filter fabric fencing, at a minimum. Other erosion control measures may be necessary depending on weather and site conditions, including but not limited to filter fabric protection for catch basins, catch basin inserts, filter fabric fences, hay bales, placement of plastic sheets over exposed soil and stockpiles, mulching, netting, etc., and any other activities needed to control erosion from the project. Sri The Contractor shall develop a "red lined" Temporary Erosion and Sediment Control plan and submit it to the City for review and approval. The plan shall be based on the King County Surface Water Design Manual, as adopted by the City of Renton, and proper construction practices. After the erosion control system is installed the Contractor shall make any field adjustments necessary to reduce or eliminate any erosion and discharge of sediment-laden water. All adjustments are considered incidental and no additional payment will be made for adjustments. Payment will be prorated over the construction period. Payment for Erosion Control will be made at the unit bid price, which payment will be considered complete compensation for all design, labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 4 Dayton Ave NE/NE 22nd St Drainage Improvement Project Bid Item 5: Trench Excavation Safety Systems (Lump Sum) The Contractor is completely responsible for providing adequate shoring and support for all excavations to provide safe access for workers, prevent soil 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 2-09.3(4), and all other applicable State and Federal regulations. rtr The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all earth loads and traffic loads. The Contractor is responsible for showing that the proposed shoring system meets the regulatory requirements. This bid item shall apply to all excavations needed for the project. `` The City may issue a Stop Work order if the Contractor is not following the Shoring Plan, or is not using shoring where it appears to be needed. The Contractor shall immediately stop work on that part of the project and shall apply the appropriate shoring measures needed. All delays, damages, down time, labor, machinery, rentals, and incidental costs during any Stop Work order shall be at the Contractor's expense. If the Contractor does not rectify any situation where shoring is needed the City may deny payment for any work items performed on that portion of the project. Measurement for trench excavation safety systems will be based on the percentage of new io pipelines installed at the time of payment. Payment for trench excavation safety systems will be made at the unit bid price, which will No be complete compensation for all equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any rwr permits and in the requirements of OSHA and RCW Chapter 49.17, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 6: Temporary Stormwater Bypass (Lump Sum) The Contractor shall submit a Stormwater Bypass Plan for review and approval by the City. +r+ The plan shall include a method for bypassing stormwater flows during construction when the existing stormwater system, the12"ADS pipe and CB in the back yard of 2302 Camas Ave NE, is taken out of service. The Contractor is also responsible for installing a bypass system to intercept and convey flows from Dayton Ave NE and NE 22nd St so the construction area and adjacent private properties are not flooded while the new storm system is being installed. The Stormwater Bypass System may utilize pumps, gravity flow, or a combination of both. The Contractor shall be responsible for maintaining the bypass system at all times during construction until the new storm system is functional, and is accepted by the City. The Contractor shall be prepared to respond immediately if a problem develops with the bypass system and flooding starts to occur. The Contractor shall provide a 24-hour contact for emergency response. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL iW SPECS\20e-Bid Item Section 1-09-14.doc Page 55 Dayton Ave NE/NE 22nd St Drainage Improvement Project The Contractor shall be responsible for all costs, damages, and claims that may result from failure of the bypass system. All adjustments to the Stormwater Bypass Plan are considered incidental and no additional payment will be made for adjustments. Measurement of Temporary Stormwater Bypass shall be per lump sum. Payment for this item will be prorated over the construction period. Payment for Temporary Stormwater Bypass shall be at the unit bid price and shall include the complete cost of furnishing, installing, and removing adequate pumps, pipes, hoses and other equipment necessary to bypass stormwater as need during construction, and any adjustment needed to the system. Bid Item 7: Pothole Utility (Each) This item includes all work needed to pothole existing utilities as required on the plans, and as directed by the Engineer. Any other potholing not shown on the plans or directed by the Engineer shall be at the Contractors cost. Potholing includes excavation, identification, measurement, refilling the hole, and temporary patch. The Contractor shall identify the utility, pipe type and size, and provide accurate measurements from the ground surface to the top of the utility in writing to the Engineer per Special Provisions Section 1-07.17. If the native material is unsuitable to use to refill the pothole, imported backfill may be used. Imported backfill will be paid under a separate bid item. Permanent patch will be paid under a separate bid item. Prior to beginning construction of the new underground utility, the Contractor shall pothole 06 the existing underground utilities at the locations shown on the plans and as directed by the Engineer. The Contractor shall perform potholing a minimum of five working days prior to construction at the pothole location to allow for potential revisions. The Engineer may + ► revise the design as needed if there is a conflict with existing utilities. The Contractor shall not have cause for claim of down-time or any other additional costs associated with "waiting" if the Engineer provides design revisions (related to the information supplied per this section) within five working days after the contractor provides the surveyed elevations. ■li Measurement for Pothole Utility shall be per each. Payment for Pothole Utility shall be made at the unit contract price, which shall be complete compensation for all labor, tools, equipment, and materials required to complete the work in conformance with the contract Documents including but not limited to pavement and concrete cutting, excavation, dewatering, potholing for utility location, removal, hauling and disposal of all pavement, waste and excess materials, shoring, placement of backfill (native) material, compaction, water, grading, temporary patch, and cleaning. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 6 to Dayton Ave NE/NE 22nd St Drainage Improvement Project Bid Item 8: Remove, Dispose Fir Tree (Each) This item includes all work needed to remove and dispose the large fir trees that need to be removed for project construction. Each tree will be cut down and the trunk will be cut into 2-foot long logs. The logs will be neatly stacked on the resident's property for his use. The location for the log stockpile will be as shown on the plans, or as directed by the City. Any logs that the resident does not want will be disposed of by the Contractor. Each stump will be removed to two feet below ground. All excess logs, branches, stumps, and wood debris will be removed from the site and disposed of by the Contractor. All vegetation, wood debris, trees, and other material removed for clearing shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to +�w the sites. All cost for hauling and disposal shall be included in this bid item. The Contractor is responsible for safely cutting down the tree within the work area limits without damaging adjacent property and homes. s Measurement for Remove, Dispose Fir Tree shall be per each. WA Payment for Remove, Dispose Fir Tree shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract go Documents. Bid Item 9: Remove, Dispose Other Trees (Each) io This item includes all work needed to remove and dispose other trees that need to be removed for project construction. Each tree will be cut down and each stump will be ft removed to two feet below ground. All trunks, branches, stumps, and wood debris will be removed from the site and disposed of by the Contractor. im The following trees are included in this bid item: • multi-trunked Juniper tree 10 feet north of CB-3, counts as 3 trees, • multi-trunked deciduous tree 20 feet north of CB-3, counts as 1 tree, • deciduous tree north of pool pump house, 1 tree. • cedar trees 15 feet east of CB-5, 3 trees, All vegetation, wood debris, trees, and other material removed for clearing shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to the sites. All cost for hauling and disposal shall be included in this bid item. The Contractor is responsible for safely cutting down the tree within the work area limits ir without damaging adjacent property and homes. w H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section I-09-14.doc Page 7 Dayton Ave NE/NE 22nd St Drainage Improvement Project Measurement for Remove, Dispose Other Tree shall be per each. Payment for Remove, Dispose Other Tree shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 10: Remove Landscaping (Lump Sum) This item includes all work needed to identify and remove the existing landscaping trees, shrubs, and plants needed for construction at 2302 Camas Ave NE. Any trees or shrubs that do not need to be removed shall be protected from damage during construction. Replanting Plan Before starting construction the Contractor shall have a Licensed Nursery locate and identify the size and species all landscaping trees, shrubs, and plants on the property. The Contractor shall submit a Replanting Plan showing the existing plants, and identifying which trees, shrubs, and plants that will be salvaged and which will be replaced with new plant material. New plant material will be the same size and species as existing. The Replanting Plan shall include a description of the work needed, planting area preparation, material needed, seeding, fertilizing, mulching, maintenance, and schedule per Standard Specification Section 8-02.3(2). a The Contractor may choose to remove the trees, shrubs, and plants and preserve them for replanting, typically by bagging the root balls, watering, and maintaining them during construction. Alternately, the Contractor may choose to remove and dispose of the existing tree, shrubs, and plants, and replace them with new plant material (see Restore Landscaping Bid Item). Landscaping Removal and Restoration shall follow Standard Specification Section 8-02 Roadside Restoration and Section 9-14.6 Plant Materials. Measurement for Remove Landscaping shall be per lump sum. Payment for this item will be prorated as the work progresses. Payment for Remove Landscaping shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 11: Remove Structures and Obstructions (Lump Sum) „ Removal of Structures and Obstructions shall meet the requirements of Standard Specifications and Special Provisions Sections 2-02. This bid item shall also include the removal, replacement, and/or relocation of all surface and subsurface features not included under other bid items. These features include but are not limited to mailboxes, utility boxes and vaults, power poles, utility pipes, catch H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 8 Dayton Ave NE/NE 22nd St Drainage Improvement Project basins, manholes, sidewalks, driveways, pavement, curbs, and other miscellaneous ` material that requires removal for project construction. This item includes plugging any pipe ends with concrete per Standard Specifications Section 7-08.3(4), if a separate bid item for plugging is not included in the Schedule of Prices. to Measurement of Remove Structures and Obstructions shall be per lump sum. Payment for this item will be prorated over the construction period. r Payment for Remove Structures and Obstructions shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 22: Remove, Dispose of 6-Ft Wood Fence (Linear Foot) This item includes removing and disposing of all 6-ft high wooden fences needed for project construction. The fences include: rrr • Approx. 156 LF along the north-south property line • Approx. 15 LF south of CB-3 • Approx. 14 LF at south side yard of 2302 Camas Ave. NE ` Approx 7 LF for gate south side of garage (salvage gate for reuse if possible) The fence locations shall be surveyed before removal so replacement fences can be 1W installed at the exact same location (see Survey Bid Item). All fence material shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to the sites. All cost for hauling and disposal shall be included in this it bid item. Measurement of Remove, Dispose of 6-Ft Wood Fence shall be per linear foot. wr Payment for Remove, Dispose of 6-Ft Wood Fence shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 13: Temporary 6-Ft Chain Link Fence (Linear Foot) This item includes providing, installing, maintaining, and removing a temporary 6-foot high r„ chain link fence in the backyard of 2223 NE 23rd St as shown on the plans. The resident has two large dogs that use the backyard so the fence needs to extend down to ground level and be securely connected to the existing wood fences at it's ends so the dogs can not escape from the yard. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 9 I Dayton Ave NE/NE 22nd St Drainage Improvement Project Measurement of Temporary 6-Ft Chain Link Fence shall be per linear foot. Payment for Temporary 6-Ft Chain Link Fence shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and removal required to complete this item of work in accordance with the Contract Documents. Bid Item 14 Remove, Rebuild Pump House (Lump Sum) This item includes all work, materials, and labor needed to remove the existing pool pump house, replace and relocate the pump house utilities and mechanical equipment, construct a new wood shed for the pump house, and return the pump house and all mechanical equipment to satisfactory operating condition. 96 The intent of this bid item is to construct a new pump house with completely functional equipment to the satisfaction of the property owner and the City. Any items or work needed to achieve that goal, but not necessarily mentioned in this bid item description, shall be considered incidental to the work. Pump House Plan Before starting work on the pump house the Contractor, and his subcontractors, shall submit a Pump House Plan detailing all work that needs to be performed for this task including, but not limited to, schedule, equipment used, new equipment that will be provided, new wood shed specifications, shed and equipment location and layout, work needed for utility and mechanical relocation, testing, and warrantees. The Pump House Plan, and all new material and equipment, shall be submitted for concurrence by the property owner, and review and approval by the City. The City strongly suggests that the Contractor utilize the pool supplier that the resident has used to maintain the existing pump house equipment. The Contractor shall meeting with City Building officials to review the Pump House Plan, determine if it meets applicable building codes, apply for any building, electrical, or other permits needed. Any permit fees or inspection fees needed for the pump house will be paid by the Contractor, and will be reimbursed to the Contractor by using the Minor Changes Bid Item. See the information on the pump house filter and heater cost letter, and examples for a new pump house shed toward end of Bid Document. Work for this item includes, but is not limited to: 1. Removing, hauling, and disposing of the existing wooden pump house. 2. Removing and disposing of old filter and heater(see letter). 3. Salvaging the existing pump and motor for reuse. 4. Filling the hole in the concrete slab with new concrete after the tree is removed. 5. Relocating the existing utility lines to serve the new pump house as needed, including gas and electric services. Coordination with PSE to relocate the gas line rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 10 Dayton Ave NE/NE 22nd St Drainage Improvement Project and meter will probably be required. Any cost for PSE work shall be the Contractor's. 6. Locating the drain lines that connect the pool and hot tub to the pump house, and relocating them as needed to connect to the mechanical equipment in the new pump house. New holes may need to be cut in the existing concrete slab, and old holes may need to be patched. The slab vent line(s) may need to be relocated. 7. Constructing a new cedar shed pump house. The new pump house will be have outer dimensions of approximately 8'-3' by 4'-6", and will have a Thigh interior ceiling (excluding the angled roof slope). The new shed will have a 66' wide double door facing the north. The mechanical equipment and heater may be located on the concrete slab so a raised wood floor may not be needed. A partial wood floor may be used. The Contractor may need to adapt a wood shed kit and modify it to obtain the exact size and features needed. See the pump house section in the bid document for examples. The final pump house size, dimensions, and layout shall be submitted to the City for review and approval. irr 8. Providing a new filter and heater for the pump house, and installing the filter, heater, and pump. (see letter). 9. Relocating and reconnecting all utility lines needed for the mechanical equipment including gas, electric, ventilation, exhaust hood and stack, and pool and hot tub drain lines. Connecting the filter discharge line to the new side sewer riser. 10. Testing all equipment for proper functioning. Trouble shooting and correcting any mechanical and utility problems. 11. Any return visit needed to trouble shoot and correcting any mechanical and utility problems, and correct any other problems with the shed or equipment that may arise, within 1-year after project construction and acceptance by the City. Removing the tree north of the existing pump house will be paid under the Remove, Dispose Trees bid item. Measurement for Remove, Rebuild Pump House shall be per Lump Sum. Payment will be prorated during removal and construction of the new pump house. Up to 90 percent of this item will be paid after project construction and acceptance. The remaining 10 percent will be paid after the 1-year period is completed to the satisfaction of the City. + r Payment for Remove, Rebuild Pump House shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and removal required to complete this item of work in accordance with the Contract Documents. jrr r�rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doe Page I I Dayton Ave NE/NE 22nd St Drainage Improvement Project Bid Item 15: Install Side Sewer for Pump House (Lump Sum) r This item includes installing a new 4-inch PVC side sewer for the Pool Pump House as shown on the plans, and directed by the City. The new side sewer will be connected to the existing sewer manhole by core drilling a hole above the shelf in the manhole. Side sewer construction will follow City details, specifications, and standard practice. The Contractor shall apply for and obtain a no-fee City side sewer permit before installing the new side sewer. This item includes all materials, labor, tools, core drilling, excavation, bedding, backfill, haul, and disposal needed to install the new side sewer. Measurement of Install Side Sewer for Pump House shall be per lump sum. Payment for Install Side Sewer for Pump House shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and removal required to complete this item of work in accordance with the Contract Documents. Bid Item 16: Catch Basin Type 1 w/Open Curb Face Inlet (Each) Manholes and Catch Basins shall conform to Sections 7-05 and 9-12 of the Special Provisions and Standard Specifications. This item includes all the different types of frames j and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Catch Basin Type I shall be per City of Renton Standard Detail B-01. £l The Open Curb Face Inlet shall be per City of Renton Standard Detail Drawings BR-30 and BR-32, Open Curb Face Frame and Grate. Instead of a concrete curb the metal hood will be covered and surrounded with a built up asphalt curb that will taper into the existing asphalt, as directed by the City. Asphalt needed for the curb will be paid for under a separate Bid Item. Measurement for furnishing and installing Catch Basin Type 1 will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin Type 1 will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Imported Backfill materials are included in other bid items. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 12 1 60 Dayton Ave NE/NE 22nd St Drainage Improvement Project Bid Item 17: Catch Basin Type 1L (Each) Manholes and Catch Basins shall conform to Sections 7-05 and 9-12 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Catch Basin Type IL shall be per City of Renton Standard Detail B-01A. r Where required, Catch Basins shall be channeled with a concrete shelf similar to the shelf shown in City of Renton Standard Detail 8072 Sanitary Shallow Manhole Type B. Measurement for furnishing and installing Catch Basin Type 1 L will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin Type 1 L will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Imported Backfill materials are included in other bid items. Bid Item 18: Concrete Inlet w/Open Curb Face Inlet (Each) Manholes and Catch Basins shall conform to Sections 7-05 and 9-12 of the Special Provisions and Standard Specifications. This item includes all the different types of frames and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. +rr Concrete Inlet shall be per City of Renton Standard Detail B-26. The Open Curb Face Inlet shall be per City of Renton Standard Detail Drawings BR-30 and BR-32, Open Curb Face Frame and Grate. Instead of a concrete curb the metal hood will be covered and surrounded with a built up asphalt curb that will taper into the existing asphalt, as directed by the City. Asphalt needed for the curb will be paid for under a separate Bid Item. Measurement for furnishing and installing Concrete Inlet will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Concrete Inlet will be made at the unit bid price per +� ► each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including w. existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 13 Dayton Ave NE/NE 22nd St Drainage Improvement Project patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Imported Backfill materials are included in other bid items. Bid Item 19: Catch Basin Type II, 48-inch (Each) Manholes and Catch Basins shall conform to Sections 7-05 and 9-12 of the Special Provisions and Standard Specifications. This item includes all the different types of frames , and grates (standard, vaned, rolled curb, other) for CB's that may be show on the plans. Catch Basin Type II shall be per WSDOT Standard Plan B-1 e. F Where required, Catch Basins shall be channeled with a concrete shelf similar to the shelf shown in City of Renton Standard Detail B072 Sanitary Shallow Manhole Type B. �j Measurement for furnishing and installing Catch Basin Type II will be per each for each type catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin Type II will be made at the unit bid price per each, which payment will be complete compensation for all labor, equipment, materials hauling, pavement cutting, pavement removal (asphalt, concrete and brick), dewatering, potholing for utility location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete catch basin sections, gaskets, catch basin frame and lid, installation, adjustment 1 of frames to grade, appurtenances, connections to new and existing pipes, placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all catch basins in conformance with the Contract Documents. Imported Backfill materials are included in other bid items. Bid Item 20: Connect New CB to Existing Storm Line (Each) This item includes all work and materials needed to connect existing storm pipes to new catch basins and manholes as shown on the plans, or where required and approved by the Engineer. This item includes all items needed to make the connections including joints, couplings, fittings, sections of pipe, etc. Measurement for Connect New CB to Existing Storm Line will be per each for connection made in conformance with the Contract Documents. Payment for Connect New CB to Existing Storm Line will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation Ai around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing manholes (catch basins), removal and disposal of waste material including existing pipes and structures in the excavation, materials hauling, adjustment of frames to grade, relocate ladder and rungs (if necessary), connections, placement of subsequent backfill (native) materials, compaction, water, cleaning and testing, etc. required to complete all the connections in conformance with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 14 it Dayton Ave NE/NE 22nd St Drainage Improvement Project Bid Item 21; 12-inch Dia. CPE Storm Pipe (Linear Foot) CPE storm water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9-05.19, and Standard Specs. Section 9-05.19 and 9-05.20 Corrugated Polyethylene Storm Sewer Pipe. Water-tight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches +wr above the top of the pipe, and compacted to 95 percent of maximum density per ASTM D1557. The Contractor shall ensure proper placement and compaction of pipe bedding under the pipe haunches. Payment to furnish and install bedding material shall be included to in the unit price bid for pipe in place. Suitable excavated soil shall be used as backfill for the project if it is a clean granular material meeting the general requirements for select borrow material, the maximum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 95 percent compaction when placed. Payment for excavated trench backfill shall be included in the unit price bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includes all soil, asphalt, concrete, existing storm sewer pipe, and other excavated_ material. Payment to haul and dispose of excavated material shall be included in the unit price bid for pipe in place. Import Trench Backfill shall be used only if native material is found to be unsuitable for use as backfill, and after approval by the City. Payment for Import Trench Backfill shall be paid under that bid item. iw Measurement of 12-inch Dia. CPE Storm Pipe shall be per linear foot will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 12-inch Dia. CPE Storm Pipe shall be at the unit bid price per linear foot which shall be complete compensation shall be for all labor, materials, tools and equipment necessary to complete the installation, including all pavement removal and disposal; storm sewer trench excavation; dewatering (when required); furnishing and installing storm sewer pipe and fittings; pipe bedding; backfill with native material; compaction; connection to new or existing storm sewers and structures, all appurtenances (such as special fittings, bends, connections, catch basin connectors, etc.), adjusting inverts; haul and disposal of excess trench material including unsuitable material; cleaning and testing; and temporary patching asphalt to allow for the passage of traffic. ri Bid Item 22; Import Trench Backfill (Ton) Import Trench Backfill shall be Bank Run Gravel per Standard Spec. Section 9-03.19, or as shown on the plans. 0 The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Import Trench Backfill, shall be in Tons based on the weight of material installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the H:\File Sys\S WP-Surface Water Projects\S WP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 15 ow Dayton Ave NE/NE 22nd St Drainage Improvement Project measurement or payment. Only materials placed within the pay limits shown will be as considered for payment. Material placed outside of the pay limits shown on the plans will be deducted from the certified tickets unless approved by the Engineer.. Additionally, no payment shall be made for necessary compaction to correct backfilled areas, which are not compacted in accordance with these specifications Payment for select imported backfill will be made at the unit bid price, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, 40 compaction, removal and disposal of waste materials including existing pipes and structures in the excavation, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 23: Quarry Spalls (Ton) Quarry Spalls shall consist of broken stone, sound and resistant to weathering. Broken concrete shall not be used. Quarry Spalls shall be 2" to 4" Quarry Spalls per Standard Spec. Section 9-13.6, or as shown on the plans. This item will be used for Quarry Spalls called out for use in the plans, or as directed by the Engineer. ., This item will also be used when the bottom of excavations and trenches does not present a stable surface for placement and compaction of backfill or pipe bedding, and over excavation is approved by the Engineer. Unsuitable excavated material will be disposed of offsite. This includes all soil, asphalt, concrete, and other excavated material. Payment to remove, haul, and dispose of unsuitable excavated material shall be included in the unit bid price. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and placing quarry spalls will be based on actual tonnage weight as determined by measurement from a certified scale. Payment for Quarry Spalls will be made at the unit bid price, which payment will be wi complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the Contract Documents. Bid Item 24, (Linear Foot) This item included the complete costs for SawCutting for the project including cuts for pipe installation, curb and gutter, final patch, and overlay. The City will allow one sawcut for pipe installation, and second sawcut for the final patch or overlay edge (if needed). Any additional sawcutting is incidental. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement of"Sawcutting" shall be per linear foot of surface cut. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 16 iIr Dayton Ave NE/NE 22nd St Drainage Improvement Project Payment for furnishing and installing Sawcutting will be made at the unit bid price, which ` shall be full compensation for all materials, labor, tools, and equipment necessary to saw cut the existing asphalt concrete and cement concrete surfaces regardless of the depth encountered or the material to be sawcut, and including flushing of sawcuts with high pressure water as well as pollution control. No wastewater shall be released into the storm sewer system, drainage ditches, or onto private property. " Bid Item 25: Crushed Surfacinq (Ton) This item includes Crushed Surfacing Top Course and Base Course. Crushed Surfacing shall be per Standard Spec. Section 9-03.9(3), or as shown on the plans. The actual quantity used in construction may vary from the bid quantity. The unit price will rr>t not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for furnishing and installing Crushed Surfacing will be based on actual tonnage weight as determined by measurement from a certified scale. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Payment for Crushed Surfacing shall be per the unit bid price, which shall be complete compensation for all materials, labor, tools, and equipment necessary for the fulfillment of all requirements of Standard Specification Section 9-03.9(3) in the execution of the work shown in the Plans or as required by the Engineer. Any water added to the aggregate at the plant or in the field for placement and compaction shall be considered incidental to this item. Bid Item 26: Hot Mix Asphalt (HMA) Class 1/2" PG-58-22 (Ton) This item includes all Hot Mix Asphalt (HMA) used for temporary patches, asphalt w" pavement, and overlays. All applications of HMA shall be per Special Provisions and Standard Specifications Section 5-04. The Contractor shall place the permanent trench patch per "Typical patch for Flexible Pavement" (City of Renton Detail H 032-1) within 15 calendar days after first opening the trench. The Contractor shall plan the work to place permanent trench patches throughout project construction as the 15-day period for each section of trench approaches. Any delay of the permanent patch placement is subject to the Owner's approval. rr� Any patches in the street that will not have the final patch placed within 15 days after opening the trench shall have a Temporary Hot Patch placed. Temporary Hot Patch will be paid under the bid item for Hot Mix Asphalt (HMA). r. Old asphalt, concrete, soil, and other excavated material shall be disposed of offsite. Payment to haul and dispose of old asphalt and other excavated material shall be included in the unit bid price for"Hot Mix Asphalt (HMA) Class 1/2" PG-58-22." Measurement of Hot Mix Asphalt (HMA) Class 1/2" PG-58-22 shall be per ton with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. +rn H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 17 Dayton Ave NE/NE 22nd St Drainage Improvement Project Measurement for furnishing and installing HMA 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. The unit Contract price per ton for Hot Mix Asphalt (HMA) Class 1/2" PG-58-22, shall be full compensation for all labor, materials, equipment, tools, and incidental costs necessary for placing, compacting and constructing asphalt pavement in and along the Project including asphalt concrete driveways, traffic islands, trench patching, sealing all cold joints, tack coat, raising shoulder to grade, asphalt sidewalk transitions, hauling, notifications, aggregate, sweeping, utility marking and adjustment, furnishing and preparing subgrade, removal of existing asphalt, cleanup, and all other incidentals necessary for a complete paving system to the lines, cross-section and grades as shown on the Plans. Bid Item 27: Remove Asphalt Pavement (Square Yard) This item includes 2-inch deep grinding, or removal by excavation, hauling, and disposal of existing asphalt surfaces for areas shown on the plans, and as directed by the Engineer. This item does not include asphalt removed for the new storm system pipeline, catch basins, and final patch. All material removed for this item shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. The Contractor shall provide the location of the disposal sites and copies of all permits and approvals before any materials are hauled to the sites. All cost for hauling and disposal shall be included in this bid item. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Remove Asphalt Pavement shall be in square yards horizontally over the area where asphalt is removed. Payment for Remove Asphalt Pavement will be made at the amount bid per square yard, which payment will be complete compensation for all labor, grinding of existing asphalt pavement, removal and disposal of all grinding spoils, appropriately maintaining roads between grind and overlay (IE cleaning of loose materials and protecting vehicles from exposed utilities) required to complete this item of work in conformance with the contract documents. No additional payment will be made for work necessary to correct a grind and / or overlay not performed in accordance with specifications. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 18 Dayton Ave NE/NE 22nd St Drainage Improvement Project rr Bid Item 28: Replace Cement Concrete Curb and Gutter (Linear Foot) This item includes all work needed to replace the existing concrete curb and gutter needed for project construction. Concrete Curb and Gutter shall conform to City of Renton Standard Detail F-01 and FR05, and as is shown on the Plans. New Curb and Gutter shall match existing. Crushed Surfacing and Sawcutting will be paid under separate bid items. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Replace Cement Concrete Curb and Gutter shall be in linear feet of new Concrete Curb and Gutter installed. Payment for Replace Cement Concrete Curb and Gutter will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw +rr cutting, removing and disposal of waste material, materials hauling, preparation, imported material necessary to meet compaction requirements, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. �s Bid Item 29: Replace Cement Concrete Sidewalk (Square Yard) This item includes all work needed to replace the existing concrete sidewalk needed for project construction. Concrete Sidewalk shall conform to City of Renton Standard Detail FR-02, and as is shown on the Plans. New Concrete Sidewalk shall match existing. rrrr Crushed Surfacing and Sawcutting will be paid under separate bid items. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Replace Cement Concrete Sidewalk shall be in square yards of new Sidewalk installed. Payment for Replace Cement Concrete Sidewalk will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing and disposal of waste material, materials hauling, preparation, imported material necessary to meet compaction requirements, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item 30: Replace Monument in Case (Each) This item includes all work needed to replace existing street monuments as shown on the plans and in the specification. New Monuments shall conform to City of Renton Standard Detail HR-04, and shall be install per Special Provisions Section 1-11 Renton Surveying Standards. New monuments shall be installed at exactly the same location as existing monuments. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 19 +rr Dayton Ave NE/NE 22nd St Drainage Improvement Project Surveying the existing street monument and the new monument locations is included in the Construction Surveying Bid Item. Measurement for Replace Monument in Case shall be per each. Payment for Replace Monument in Case will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing and disposal of waste material, materials hauling, preparation, imported material necessary 40 to meet compaction requirements, forming, placement, finishing, cleanup, etc. required to compete this item in conformance with the Contract Documents. Bid Item 31: Install New 6-Ft Wood Fence (Linear Foot) T, This item includes installing new 6-ft high wooden fences to replace the existing fences removed for project construction. The fences include: • Approx. 156 LF along the north-south property line • Approx. 15 LF south of CB-3 • Approx. 14 LF at south side yard of 2302 Camas Ave. NE • Approx 7 LF for gate south side of garage (salvage gate for reuse if possible) This includes all items needed to install new fences including new wood, posts, concrete footings, fittings, paints, preservatives, materials, tools, labor, etc. needed to complete installation of the new fences. The new fence size and color shall match existing fences. The Contractor shall submit the proposed materials for the new fencing to the City for review and approval. Fencing shall comply with Standard Specifications Sections 9-09 Timber and Lumber and 9-09.3 Preservation Treatment. The new fences shall be installed at the same locations as the existing fences (see Survey Bid Item). The new fence locations shall be as-built surveyed. If the new fence locations differ from the existing fence locations the City may require the Contractor to reinstall the fence. Any fencing that needs to be reinstalled shall be at the Contractor's expense. Measurement of Install New 6-Ft Wood Fence shall be per linear foot. Payment for Install New 6-Ft Wood Fence shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 32: Repair, Build Rockeries (Lump Sum) This item includes all work needed to repair a small existing rockery, and build a new rockery around CB-4, as shown on the plans and directed by the Engineer. This item also includes removing, stockpiling, and rearranging the rocks surrounding the cedar trees at the end of Dayton Ave NE as directed by the Engineer. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 20 lilt Dayton Ave NE/NE 22nd St Drainage Improvement Project This includes all items needed to for the rockeries including new rock, gravel, backfill, grading, topsoil, seeding, fertilizer, mulch, materials, tools, labor, etc. needed to complete the rockeries. Measurement for Repair, Build Rockeries shall be per lump sum. Payment for Repair, Build Rockeries shall be made at the unit bid price, which payment will wr be considered complete compensation for all labor, equipment, materials, haul, and dispose required to complete this item of work in accordance with the Contract Documents. Bid Item 33: Restore Landscaping (Lump Sum) This item includes all labor and materials needed to restore the existing landscaping trees, shrubs, and plants at 2302 Camas Ave NE. That includes replanting existing trees, shrubs, plants that were salvaged from the existing landscaping, and providing and installing new trees, shrubs, and plants to match existing. Any salvaged plant material that dies before replanting shall be replaced with new plant material at no cost to the City. Plant materials, techniques, and schedule shall be per the Replanting Plan (see Landscape Removal Bid Item), and shall be adjusted as needed at no additional cost to the City. All Landscaping Restoration shall be performed by, or under the direction of, a Licensed Nursery. Landscaping Removal and Restoration shall follow Standard Specification Section 8-02 Roadside Restoration and Section 9-14.6 Plant Materials. Topsoil and Beauty Bark will be paid under separate Bid Items. r The Contractor shall be responsible for maintaining, replacing, and replanting any plant material that dies for up to one year after completion of initial planting and acceptance by the City. Landscaping Maintenance The Contractor shall provide at least two inspections and maintenance visits of the landscaping by the Nursery to check plant establishment, replace dead plant material, and provide new fertilizer and other materials that may be needed for plant maintenance and growth. All labor and materials needed shall be included as part of this bid item. This item also includes inspections, maintenance, fertilizing, and potential replacement of dead trees for all new trees planted on any property for a one-year period (see New Tree Bid Item). Measurement for Restore Landscaping shall be per lump sum. Payment for this item will be prorated as follows: • 70-percent of this item will be paid after initial planting and acceptance by the City. • 15-percent will be paid approximately 6 months after initial acceptance, and after the first inspection. • 15-percent will be paid after one-year, after the second inspection, and after rr final acceptance by the City. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 21 iW Dayton Ave NE/NE 22nd St Drainage Improvement Project Payment for Restore Landscaping shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. Bid Item 34: Install New Trees (Each) This item includes all labor and materials needed to install new trees for the project as shown on the plans, and directed by the Engineer. All new trees shall be approximately 7 to 8 feet high. iii New trees include the following: • New Juniper Trees for backyard at 2324 NE 22nd St. • Crimson Sentry Maple for front yard at 2324 NE 22nd St. • 2302 Camas Ave, 2223 NE 23rd St: provide a selection of smaller growing trees such as firs, pines, deciduous tree, Arbor Vitea. The resident and the City will determine which species will be used at different locations. Tree Planting Plan The Contractor shall have a Licensed Nursery identify the size and species of the new trees proposed for the project. The Contractor shall submit a Tree Planting Plan identifying the location, species, and size of the new trees. The Replanting Plans shall include a description of the work needed, planting area preparation, material needed, seeding, fertilizing, mulching, maintenance, and schedule per Standard Specification Section 8- 02.3(2). The Tree Planting Plan is subject to review by the residents and approval by the City. Installing New Trees shall be performed by, or under the direction of, a Licensed Nursery. Install New Trees shall follow Standard Specification Section 8-02 Roadside Restoration and Section 9-14.6 Plant Materials. Topsoil and Beauty Bark will be paid under separate Bid Items. The Contractor shall be responsible for maintaining, replacing, and replanting any plant + i material that dies for up to one year after completion of initial planting and acceptance by the City. Inspections, maintenance, fertilizing, and potential replacement of dead trees for all new trees planted on any property shall be included in the Restore Landscaping Bid Item. Measurement for Install New Trees shall be per each. Payment for Install New Trees shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 22 Dayton Ave NE/NE 22nd St Drainage Improvement Project 4w Bid Item 35: Beauty Bark (Cubic Yard) This item includes purchasing, hauling and placing Beauty Bark mulch supplied by the Contractor from offsite sources, in all areas as shown on the plans, and as identified by the Engineer. Bark shall be derived from Douglass Fir, pine, or hemlock and shall be meet Type C per Standard Specifications Section 9-14.4(3). w. The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement for Furnish and Install Beauty Bark shall be per Cubic Yard in the haul conveyance at the point of delivery. The Contractor shall provide a material quantity ticket from the supplier giving the type and amount of material loaded for each load of material brought to the site. Payment for Furnish and Install Beauty Bark shall be complete compensation for all materials, tools, labor, equipment, haul and disposal of waste and excess material required to complete the work as shown on the Plans and specified in the contract documents. Bid Item-36:- Topsoil Type C -(Cubic Yard) This item includes purchasing, hauling and placing imported topsoil supplied by the Contractor from offsite sources. Topsoil shall be Type C per Standard Specifications Section 9-14.1(3). The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement of Topsoil Type C shall be per Cubic Yard in the haul conveyance at the point of delivery. The Contractor shall provide a material quantity ticket from the supplier giving the type and amount of material loaded for each load of material brought to the site. Payment for Topsoil Type C shall be complete compensation for all materials, tools, labor, equipment, haul and disposal of waste and excess material required to complete the work as shown on the Plans and specified in the contract documents. rr Bid Item 37: Sod Installation (Square Yard) This item includes supplying and installing sod in the area shown on the plans, and as directed by the Engineer. All areas for sod installation shall be graded, raked smooth, and shall have 6-inches of topsoil placed before sod installation. Sod Installation shall be per Standard Specifications Section 8-02.3(16) Lawn Installation. Topsoil used will be paid under that Bid Item. The Contractor shall be responsible for lawn establishment and maintenance from when the sod is installed until the construction is complete and all landscaping has been installed and accepted by the City. Maintenance includes all watering, mowing, fertilizing, etc needed to establish and maintain the sod. Any bare areas or poor sections of grass shall be replaced at no cost to the City. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 23 ire Dayton Ave NE/NE 22nd St Drainage Improvement Project The actual quantity used in construction may vary from the bid quantity. The unit price will not be adjusted if the actual quantity used varies by more than 25 percent. Measurement of Sod Installation shall be per square yard of actual ground slope of sod established, installed, and accepted in accordance with the Plans and these Specifications. Payment for Sod Installation shall be he unit contract price which shall be full pay for all costs necessary to prepare the area, plant or sod the lawn, erect barriers, and establish lawn areas, maintain areas, and for all labor, tools, equipment, and materials necessary to complete the work in accordance with the Contract Documents. Bid Item 38: Minor Changes (Lump Sum) At the discretion of the Contracting Agency, all or part of this lump sum may be used in lieu of the more formal procedure as outlined in Section 1-04.4 of the Standard Specifications. The unit contract price for Minor Changes is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item must be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of di the Standard Specifications. Payment for this item will only be for the changes and amounts approved by the City. If no changes are authorized under this bid item final payment for this item will be $0 (zero). A V R H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20e-Bid Item Section 1-09-14.doc Page 24 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General ka Section 1-10.1 is supplemented by adding the following: When the bid proposal includes an item for"Traffic Control,"the work required for this item shall be all items described in Section 1-10, including,but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this work; and �r 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or a directed by the engineer and delivering to the �"' City Shops or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the work site. The traffic control plan shall include descriptions of the traffic control methods and devices to be used by the prime contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work i that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item"Traffic Control" appears in the proposal then all work required by these sections will be considered incidental and their cost shall be included in the other items of work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of rr equipment, or services which could not be usually anticipated by a prudent contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the contractor's modification to the traffic control plan(s) appearing in the contract shall not be covered by the provisions in this paragraph. a If the total cost of all the work under the contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc40 Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be charged against Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A TCS shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the contract. During nonwork periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. rt 4 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non-working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M diamond grade or equivalent approved by Engineer. Barricades shall also be equipped with flashers. 1-10.3(3) Construction Signs Section 1-10.3(3)paragraph 4 is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the work in the bid proposal. 1-10.4 Measurement Section 1-10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of"Traffic Control". No adjustment in the lump sum bid amount will be made for overtime work or for use of relief flaggers. 1-10.5 Payment Section 1-10.5 is replaced with: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCO2.doc41 g ift (******) Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when included in the proposal: "Traffic Control,"lump sum. The lump sum contract price shall be full pay for all costs not covered by other specific pay items in the bid proposal for furnishing, installing, maintaining, and removing traffic control devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and inconvenience to the public. Progress payment for the lump sum item"Traffic Control"will be made as follows: 1. When in initial warning signs for the beginning of the project and the end of construction signs are installed and approved by the Engineer, 30 percent of the amount bid for the item will be paid. 2. Payment for the remaining 70 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The item "Traffic Control" will be considered for an equitable adjustment per Section 1-04.6 only rtr when the total contract price increases or decreases by more than 25 percent. The Lump Sum contract price shall be full pay for all costs involved in furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any necessary flaggers will be paid under the item for traffic control. The Lump Sum contract price shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.3(1) and as authorized by the Engineer. The Lump Sum contract price shall be full pay for all costs for performing the work described in Section 1-10.3(3) and Section 1-10.3(4). This payment will include all labor, equipment, and vehicles rr necessary for the initial acquisition, the initial installation of Class A signs, and ultimate return of all Contracting Agency-furnished signs The Lump Sum contract price shall be full pay for all costs involved when a person performs the duties described in Section 1-10.2(1)B including when performing traffic control labor duties. The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Sections 1-10.2(1)B and 1-10.3(2). 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: (******) Responsibility for surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. r All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc42 , All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989 or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any bench "1 marks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. di Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments,measurements,and methodology used in that retracement. 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof u pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01,the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work, surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments a Corner A point on a land boundary, at the juncture of two or more boundary lines. A monument is usually set at such points to physically reference a corner's location on the ground. Monument Any physical object or structure of record which marks or accurately references: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc43 di • A corner or other survey point established by or under the supervision of an individual per section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners; and • Any permanently monumented boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. ► 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non-single family building. Control or Base Line Surveys shall consist of to such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. ft The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A Ift photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. itre If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of bench marks shall satisfy all applicable requirements of section 1-05 and 1-11.1. Vertical surveys for the establishment of bench marks shall meet or exceed the standards, specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Bench marks must possess both permanence and vertical stability. Descriptions of bench marks rr must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of section 1-11.1 herein. it rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc44 io All points occupied or back sighted in developing radial topography or establishing baselines for station--offset topography shall meet the requirements of section 1-11.1 herein. The drawing and electronic listing requirements set forth in section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy specifications, OR 2) trigonometric leveling with elevation differences determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station—Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey)per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as-built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing contractor and the"as-builting" surveyor is therefore required. All "as-built" surveys shall satisfy the requirements of section 1-11.1(1) herein and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as-built" shall meet the requirements of section 1-11.1(4) herein and submitted with stamped and signed "as-built" drawings which includes a statement certifying the accuracy of the "as built". The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be observed for all "as-built" surveys. 1-11.1(12) Monument Setting and Referencing All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of section 1- 11.2(1)herein. All non corner monuments,as defined in 1-11.1(5), shall meet the requirements of section 1- 11.2(2) herein. If the monument falls with in a paved portion of a right of way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface,per section 1-11.2(3). In the case of right of way centerline monuments all points of curvature(PC),points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved portion of the right of way, a monument can be set at the PI instead of the PC and PT of the curve. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc45 bit For all non corner monuments set while under contract to the City of Renton or as part of a City im of Renton approved subdivision of property, a City of Renton Monument Card(furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one-sixteenth corner, Plat monument, street intersection, etc., complete with a , description of the monument, a minimum of two reference points and NAD 83/91 coordinates and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc. and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1-IL2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. irr I-11.2(3) Monument Case and Cover Materials shall meet the requirements of section 9-22 and City of Renton Standard Plans page H031. trr is H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc46 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees which are damaged shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage. $ The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications,these Special Provisions,and the Plans. The Contractor shall receive approval from the Engineer prior to removal. 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2—Waste Site. 2-01.5 Payment all Section 2-01.5 is supplemented as follows: The lump sum price for "Clearing and Grubbing" shall be full compensation for all work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Section 2-02.3(3) is revised and supplemented as follows: Item"1." Is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces to some off-project site. The section is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic id before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. At ;i H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc47 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: y Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheelcutting of pavement will not be measured for separate payment, but shall be included in other items of Work. 2-02.5 Payment Section 2-02.5 is supplemented by adding: "Saw Cutting",per Lineal Foot. "Remove Sidewalk",per Square Yard. "Remove Curb and Gutter",per Lineal Foot. "Cold Mix", per Ton "Remove Asphalt Concrete Pavement,"per square yard. "Remove Cement Concrete pavement,"per square yard. "Remove existing ,"per rrr All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie -- within an excavation area and-are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation. 2-03 ROADWAY EXCAVATION AND EMBANKMENT r 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface which is smooth and even, without abrupt changes in grade. w Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The contractor shall maintain all excavations free from detrimental quantities of leaves,brush, sticks, trash and other debris until final acceptance of the Work. ift H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc48 rr i Following removal of topsoil or excavation to grade and before placement of fills or base course, the subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a -- - subgrade trimmer were specified. 4 If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9- 03.14 of the Standard Specifications shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented by adding the following: (******) At the discretion of the engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation-by the cubic yard(adjusted for swell) may be measured by truck in the hauling vehicle at tlo the point of loading. The contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number,time and date, and be approved by the engineer. 2-03.5 Payment Section 2-03.5 is revised as follows: Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. Payment will be made for the following bid items when they are included in the Proposal: "Roadway Excavation Including Haul,"Per Cubic Yard "Unsuitable Foundation Excavation Including Haul,"Per Cubic Yard "Gravel Borrow Including Haul,"Per Ton When the Engineer orders excavation below subgrade, unit contract prices for roadway excavation and haul shall apply, unless the work and/or equipment to perform the work differs materially from the excavation above subgrade, then payment will be in accordance with the item "Unsuitable Foundation Excavation Including Haul". In this case, all items of work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for"Roadway Excavation Including Haul" shall be full pay for excavating, loading,placing, or otherwise disposing of the material. The unit contract price per cubic yard for "Unsuitable Foundation Excavation Including Haul" shall be full pay for excavating, loading, and disposing of the material. r H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc49 Am 1 66 Payment for embankment compaction will not be made as a separate item.All costs for embankment compaction shall be included in other bid items involved. 2-04 HAUL 2-04.5 Payment Section 2-04.5 is revised and supplemented as follows: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and included in the unit price of other units of work. 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment Section 2-06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials including buried logs and stumps. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: If the contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the work. 2-09.4 Measurement Section 2-09.4 is revised and supplemented as follows: Gravel backfill. Gravel backfill except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the &r neat lines required by the Plans or by the ton as measured in conformance with section 1-09.2. ift it H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc50 2-09.5 Payment Section 2-09.5 is revised and supplemented as follows: Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A",per cubic yard. "Structure Excavation Class B",per cubic yard. "Structure Excavation Class A Incl. Haul",per cubic yard. "Structure Excavation Class B Incl. Haul",per cubic yard. Payment for reconstruction of surfacing and paving within the limits of structure excavation will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the plans or Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the contract. --"Shoring or-Extra Excavation Class B",per square foot: - - The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer, then shoring or extra excavation shall be considered incidental to the work involved and no further compensation shall be made. "Gravel Backfill(Kind) for(Type of Excavation)", per cubic yard or per Ton. "Controlled Density Fill",per cubic yard. ; When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. ^A k l�55 g x G� Y H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc51 > ' 5-04 ASPHALT CONCRETE PAVEMENT 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: 1. Nonstatistical HMA Evaluation. The contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The contractor must submit the mix design using DOT Form 350-042 EF. Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements for the HMA. The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture Item 1 is deleted and replaced with: 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Item 7 is deleted 5-04.5(])A Price Adjustments for Quality of HMA Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor"f All aggregate passing: 1 ''/z", 1", 3/", '/2", 3/8"and No. 4 sieves 2 s All aggregate passing No. 8, No 16, No. 30,No. 50,No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc52 =1 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical . Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1- 06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be lid used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets-of results-for evaluation. -- — - For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix jig Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)A Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. u� 5 i4 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc53 im io 5-06 TRENCH RESTORATION AND OVERLAY (moved from 8-20.3) New Section Added: r CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed im by installation of utilities and other construction activities. Any public or private utilities, general contractors, or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer: The term engineer shall denote the City project manager, inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. 2. Modifications or exemptions to these standards may be authorized by the Planning/Building/Public Works Administrator, or authorized representative, upon written request by the permittee,their contractor or engineer and demonstration of an equivalent alternative. ko SECTION 5 INSPECTION The Engineer may determine in the field that a full street-width(edge-of-pavement to edge-of- pavement) overlay is required due to changes in the permit conditions such as,but not limited to the 60 following: 1. There has been damage to the existing asphalt surface due to the contractor's equipment. 2. The trench width was increased significantly or the existing pavement is undermined or im damaged. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS rrr 1. All materials and workmanship shall be in accordance with the City of Renton Standard and Supplemental Specifications (current adopted version) except where otherwise noted in these Standards. Materials and workmanship are required to be in conformance with standards for the Standard Specifications for Road, Bridge, and Municipal Construction iis prepared by the Washington State Chapter of the American Public Works Association (APWA)and the Washington State Department of Transportation(WSDOT) and shall comply with the most current edition,as modified by the City of Renton Supplemental Specifications. An asphalt paver shall be used in accordance with Section 5-04.3(3) of Standard Specifications.A"Layton Box"or equal may be used in place of the power- propelled paver. Rollers shall be used in accordance with Section 5-04.3(4) of the Standard Specifications. "Plate Compactors"and"Jumping Jacks" SHALL NOT be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\I602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc54 �r s minimums and may be increased by the Engineer to meet traffic loads or site conditions. SECTION 7 REQUIREMENT FOR PATCHING,OVERLAY,OVERLAY WIDTHS All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a �1 minimum of one foot(1') outside the trench width. The top two inches (2")of asphalt shall be ground down to a minimum distance of one foot(1')beyond the actual outside edges of the trench and shall be replaced with two inches(2")of Class B asphalt,per City of Renton Standards. At the discretion of the engineer, a full street width overlay may be required. Lane-width or a full street-width overlay will be determined based upon the location and length of the proposed trench within the roadway cross-section. Changes in field conditions may warrant implementation of additional overlay requirements. 1. Trenches(Road Crossings): a The minimum width of a transverse patch(road crossing) shall be six and one-half feet(6.5'). See City of Renton Standard Plan Drawing#HR—23 (SP Page: H032A). b Any affected lane will be ground down two inches (2") and paved for the entire width of the lane. c Patch shall be a minimum of one foot(1')beyond the excavation and patch length shall be a minimum of an entire traveled lane. d If the outside of the trenching is within three feet(3')of any adjacent lane line,the entire adjacent-traveled-lane affected-will-be repaved - --- e An area including the trench and one foot(1') on each side of the trench but not less than six and one half feet(6.5')total for the entire width of the affected traveled lanes will be ground down to a depth of two inches(2"). A two-inch(2") overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: a The minimum width of a longitudinal patch shall be four and one-half feet(4.5'). See City of Renton Standard Plan Drawing #HR-05 (SP Page H032). b If the trenching is within a single traveled lane,an entire lane-width overlay will be required. c If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent traveled lane affected will be overlaid. d If the trenching is greater than, or equal to 30%of lane per block(660-foot maximum block length), or if the total patches exceed 12 per block, then the lanes affected will be overlaid.Minimum overlay shall include all patches within the block section. e The entire traveled lane width for the length of the trench and an additional ten feet (10')at each end of the trench will be ground down to a depth of two inches (2"). A two-inch(2")overlay of Class B will be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot(1')beyond the excavation. All affected lanes will be ground down to a depth of two inches(2")and paved not less than six and one half feet(6.5')wide for the entire width of the lane. Potholes greater than five feet(5') in length, width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan#HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches(2") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth will be required for the area of pavement removal. J H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc55 `r we SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1. Trench restoration shall be either by a patch or overlay method, as required and indicated im on City of Renton Standard Plans#HR-05, HR-23, and HR-22 (SP Pages#14032, H032A, and H033). 2. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feet(2') outside the excavated trench im width. 3. All trenching within the top four feet(4') shall be backfilled with crushed surfacing materials conforming to Section 4-04 of the Standard Specifications. Any trenching over ho four feet(4') in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four-foot(4') depth. If the existing material (or other material) is determined by the Engineer to be suitable for backfill,the contractor may use the native material, except that the top six inches(6") shall be crushed surfacing top course im material. The trench shall be compacted to a minimum ninety-five percent (95%) density, as described in Section 2-03 of the Standard Specifications. In the top six feet (6) of any trench, backfill compaction shall be performed in eight to 12-inch(8-12") lifts. Any trench deeper than six feet(6)may be compacted in 24-inch lifts,up to the top six- foot(6)zone. All compaction shall be performed by mechanical methods. The compaction tests may - -- be performed in maxi-mum four-foot(4')vertical increments. The test results-shall be - - - — ' given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix(cold mix),Asphalt Treated Base(ATB), or steel plates, as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After rolling, the trench must be filled flush with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the +w Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary patch,the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of r"" the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans#HR-05, HR-23, and HR-22 (SP Pages #H032,H032A, and H033)or as directed by the Engineer. The grade of asphalt shall be AR-4000W. The materials shall be made in conformance with Section 9-02.1(4) of the Standard Specifications. 6. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be err emulsified asphalt grade CSS-1, as specified in Section 9-02.1(6)of the Standard Specifications. Tack shall be applied as specified in Section 5-04 of the Standard Specifications. 7. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12"), unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications. All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth-riding connection and expeditious drainage flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4") for storm water flow. The Engineer may require additional grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering, as required by the Engineer, shall be accomplished by raking H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc56 out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans#HR-05,HR-23, and HR-22(SP Pages#H032, H032A, and H033). Compaction of all lifts of asphalt shall be a minimum ninety-two percent(92%) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector,and the City,that the restoration meets these specifications. 8. All joints shall be sealed using paving asphalt AR-4000W. 9. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original condition, or better. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen(15)working days after first opening the trench. This time frame maybe adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. -- ---- - ---Howe-ver,delaying-of final patch-or overlay-work-is subject to-the-Engineer's-approval.The Engineer may deem it necessary to complete the work within the fifteen(15) working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan(from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of three(3) working days prior to commencement of work. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. w H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc57 bw me 7-01 DRAINS 7-01.2 Materials a„ The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) io steel with Asphalt Treatment 1, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene(PE) at the option of the Contractor unless the Plans specify the type to be used. ft 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVC drain pipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in -- --Section-9-04.$ or solvent cements described in Section 9-04.9,-at-the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. ift 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: to When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract pay items. to 7-02 CULVERTS io 7-02.2 Materials The second paragraph of Section 7-02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this Section in regard to a kind of culvert pipe, pipe arch, i o or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or 6N aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7-04 STORM SEWERS io 7-04.2 Materials The second paragraph of Section 7-04.2 is revised replaced as follows: Where steel or aluminum are referred to in this Section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated(galvanized),Asphalt Treatment I Coated corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized representative, stating the specifications to which the materials or products were manufactured. The ft H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc58 wn Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by Engineer will not relieve Contractor of his/her responsibility to perform Ali field tests and to replace or repair faulty materials, equipment, and/or workmanship and Contractor's own expense. - 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins and similar type structures. 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all work to complete the installation, including adjustment of inverts to manholes. When no bid item "gravel backfill for pipe bedding" is included in the Schedule of Prices, pipe bedding, as ----- shown. in-the-standard plans, shall be considered incidental to the pipe and no additional-payment - shall be made. Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. Abandonment and plugging of pipe shall be included in the lump sum contract price for"Removal of Structure and Obstruction". No separate payment will be made. 7-05 MANHOLES, INLETS,AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal"boot or approved equal. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1)is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. im The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing 1 structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and ` casting to a finished grade as shown on the construction plans, Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29, SP Page B074, prior to final acceptance of the work. Manholes in unimproved areas shall be adjusted to 6"above grade. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc59 In unpaved streets: Manholes, catch basins and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The contractor shall carefully reference each manhole so that they may be easily found upon completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: Manholes, catch basins and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously wr established by the contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the - - - concrete blocks and wedged-up-to the desired grade-.-The-asphalt concrete pavement-shall be-cut and -- removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to within but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete,the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing to paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside of throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the to frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets.The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. irr Valve box castings: Adjustments of valve box castings shall be made in the same manner as for manholes. r. 7-05.3(2) Abandon Existing Manholes Section 7-05.3(2)is revised as follows: Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to it H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc60 i Aye 90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented by adding the following: Where shown on the plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The contractor shall be required to core drill into the structure, shape the new pipe to fit and re-grout the opening in a workmanlike manner. Where directed by the engineer or where shown on the plans,additional structure channeling will be required. l Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor-n-Seal boots. Existing sanitary sewer manholes shall be cleaned. Repaired, and rechanneled as necessary to match the new pipe configuration and as shown on the construction plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's - - --operations shall-be repaired or-replaced at his own expense. - -- - -- -- - - - - -- The unit bid price per each shall be full compensation for all labor,materials and equipment required. 7-05.3(5) Manhole Coatings Section 7-05.5 is an added new section: All new sanitary sewer manholes shall be coated as specified below. The following coating system specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield(2.0 mils DFT) Finish: Two or more coats of Wasser MC-Aroshield(min. 4.0 mils DFT) Color: White 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: (******) Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet pipe. l Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Adjustment of existing structures and miscellaneous items such as valve boxes shall be measured by "Adjust Existing ," per each, which shall be full pay for all labor and materials including all concrete for the completed adjustment in accordance with Section 7-05.3(1) and the City of Renton Standard Details. ad H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-13CW2.doc61 Connection to existing pipes and structures shall be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented as follows: "Adjust Existing ,"per each. The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin,"per each. "Connect Structure to existing pipe," per each. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS �r 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with section 9- 03.12(3). It shall be placed to a depth of 6" over and 6"under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam using 50 foot minimum intervals for grade staking. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying—General Section 7-08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight-tenths) flow elevation, unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and rrt free fall. All pipe handling equipment shall be acceptable to the ENGINEER. Pipe shall not be placed directly on rough ground but shall be supported in a manner which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the ENGINEER. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. +rr► H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc62 fir ,J The CONTRACTOR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each day's operation or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the ENGINEER may change the alignment and/or the grades. Except for short runs which may be permitted by the ENGINEER, pipes shall be laid uphill on grades exceeding 10 percent. Pipe which is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. r1 Immediately after the pipe joints has been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the CONTRACTOR to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-04.3(2)H is supplemented by adding the following: All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed t1 for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of vitrified clay,plain or reinforced concrete, cast or ductile iron pipe,the existing main shall be core drilled. Connections (unless booted connections have been provided for) to existing concrete manholes shall be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal to Kor-N-Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the Engineer. 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)J is an added new section: In the trench,prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" W below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter-collar will be used at the point of connection. 7-08.4 Measurement The first paragraph of Section 7-08.4 is revised as follows: Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard, including haul,as specified in 2-09, or by the TON. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc63 r fir 7-08.5 Payment Section 7-08.5 is replaced with: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations Class ",per cubic yard, or Ton. "Gravel Backfill for Pipe Zone Bedding",per cubic yard, or Ton. ► All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price for the type and size of pipe installed. "Plugging Existing Pipe",per each. "Commercial Concrete",per cubic yard. "Structure Excavation Class B",per cubic yard. "Structure Excavation Class B Incl. Haul",per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract price per foot for the size and type of pipe being jointed. "Shoring or Extra Excavation Class B",per square foot. If this pay item is not in the contract,then it shall be incidental. 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius(500 feet or more)curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the err► Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not to exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)B Polyvinyl Chloride(PVC)Pipe(4 inches and Over) Section 7-09.3(15)B is supplemented as follows: w (******) Polyvinyl Chloride(PVC)Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement err The title and text of section 7-09.3(17)has been revised as follows: (******) The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 mil. polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C 105. „ The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSFAWWA C 105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. wr rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc64 w 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system . Water system personnel 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. F When not stated otherwise in the special provisions or on the plans all connections to existing mains will be done by City forces as provided below: City Installed connections: I 1. Connections to existing piping and tie-ins are indicated on the drawings. The contractor must verify all existing piping, dimensions, and elevations to assure proper fit. 2. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut-down of the existing water mains. The City reserves the right to re- -- schedule the connection if the work area is not ready at the scheduled time for-the-connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the work are assembled on site. The Contractor shall provide all saw-cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de-watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to the required fittings, couplings,pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. i 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block Section 7-09.3(21)has been supplemented by adding the following: Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to The City of Renton standard details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with section 7-11.3(15). Provide concrete dead-man blocks at locations shown on the plans. The dead-man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete(hand mixed concrete is not allowed)and poured in place. 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: A hydrant meter and a back flow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making required 06 H:\File Sys\SWP- Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc65 p 60 60 security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2)by pumping through a positive displacement water meter with a sweep unit pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution.The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. to Allowable leakage per 1000 ft. of pipeline* in GPH Nominal Pipe Diameter in inches PSI --6" 8"-- 10"- -12" -16"- 20" -24"_ - --- - --- --- - 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size.For those diameters or pressures not listed, the formula below shall be used: so The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula w L= P 7400 in which: L= Allowable leakage,gallons/hour N= No. of joints in the length of pipeline tested D= Nominal diameter of the pipe in inches P= Average test pressure during the leakage test,psi rrr The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute test ep dod."Is deleted. Section 7-09.3(24)A shall be revised and supplemented as follows: (******) 7-09.3(24)A Flushing and "Poly-pigging" y, Sections of pipe to be disinfected shall first be poly-pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly-pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. wr The "Poly-pig" shall be equal to Girard Industries Aqua-Swab-AS, 21b/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly-pig" only. The "Poly-pig" shall be cylinder shaped with bullet nose or squared end. �r H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc66 " The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection."is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City's di standard detail. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no long than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/1. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. Section 7-09.3(25) is a new additional section: 7-09.3(25) Joint Restraint Systems General: Where shown on the plans or in the specifications or required by the engineer,joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by star national products, 1323 Holly avenue PO box 258, Columbus Ohio 43216,unless an equal alternate is approved in writing by the engineer. Materials: Steel types used shall be: High strength low-alloy steel(cor-ten),ASTM A242, heat-treated, superstar"SST" series. High strength low-alloy steel (cor-ten),ASTM A242, superstar"SS" series. Items to be galvanized are to meet the following requirements: ASTM A 15 3 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled,pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot-dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints,ASTM A325, type 3D, except tensile strength of full-body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufactures reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc67 ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 518" and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4",ASTM A563, grade A, zinc plated or hot-dip galvanized Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot-dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S10: for 5/8" and 3/4" tierods,ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot-dip galvanized. SS 12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI 131.1. S 12: 5/8" and 3/4" diameter,ASTM A36,A307. Tiewasher: round flat washers, zinc plated or hot-dip galvanized. SS17: ASTM A242, F436. to S17:ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints r�r are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into _- ___. _..._.tiecouplings. Arange t3erod��ymmetrically around the pipe: - ---__- __-___ �r Pipe Diameter Number of 3/4" Tie Rods Required 411........................................2 611........................................2 81f........................................3 1011.......................................4 1211.......................................6 1411.......................................8 1611.......................................8 18".......................................8 20".......................................10 2411.......................................14 3011.......................................(16-7/8"rods) 3611.......................................(24-7/8"rods) Where a manufactures mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be + + mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the inspector's satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc68 rr Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Section 7-09.4 is revised as follows: r Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead-man blocks will be per cubic-yard ` when these items are included as separate pay items. If not included as separate pay items in the contract,then thrust blocking and dead-man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the plans. 7-09.5 Payment Section 7-09.5 is revised and supplemented as follows: " Pipe for Water Main and Fittings In. Diam.", per lineal foot. The unit contract price per linear foot for each size and kind of " Pipe for Water Main _In. Diam." shall be full pay for all work to complete the installation of the water main including but not limited to trench excavating, bedding, laying and jointing pipe and fittings, backfilling, concrete thrust blocking, installation of polyethylene wrap, cleaning by poly-pigs, vertical crosses for insertion and removal of poly-pigs, temporary thrust blocks and blow-off assemblies, testing, flushing, disinfecting the pipeline, shackle rods, abandoning and capping existing water mains, removing miscellaneous pipes, removing and salvaging existing hydrant assemblies, and other appurtenances to r be abandoned as shown on the plans, and cleanup. "Concrete Thrust Blocking and Dead-Man Blocks",per cubic yard. The unit contract price bid for "Concrete Thrust Blocking and Dead-Man Block" Shall be for the complete cost of labor, materials, equipment for the installation of the concrete thrust blocks and dead-man blocks, including but not limited to excavation, dewatering, haul and disposal of unsuitable materials, concrete, reinforcing steel, shackle rods and formwork. If this item is not included in the 64 contract schedule of prices, then thrust blocking and dead-man blocks shall be considered incidental to the installation of the pipe and no further compensation shall be made. "Connection to Existing Water Mains",per each. The unit contract price per each connection to existing water mains shall be for complete compensation for all equipment, labor, materials required for the connections to the existing water mains. Payment for "removal and replacement of unsuitable material" will be considered incidental to or calculated under other bid items and no further compensation will be made. "Bank Run Gravel for Trench Backfill",per cubic yard or ton. The unit contract price per cubic yard or ton for"Bank Run Gravel for Trench Backfill" shall be full pay for all work to furnish, place, and compact the material in the trench. Also included in the unit contract price is the disposal of excess and unusable material excavated from the trench. "Foundation Material",per ton or cubic yard. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc69 Payment at the unit contract price for"foundation material" shall be full compensation for excavating and disposing of the unsuitable material and replacing with the appropriate foundation material per Section 9-30.7B(1). AN 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1)has been revised as follows: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. The rest of this section is deleted. Section 7-12.3(2) is a new section: 7-12.3(2) Adjust Existing Valve Box to Grade Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(1) of the Renton Standards. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. ift In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. to The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay ,t item in the Contract; if not a separate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Section 7-12.5 is replaced with the following: "Gate Valve from 4 inch to 10 inch in diameter and Valve Box," per each. The unit contract price per each for the valve of the specified size, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching,jointing, blocking of valve, painting, disinfecting, hydrostatic testing, cast-iron valve box and extensions as required, valve nut extensions, adjustment to final grade. 12 inch Gate Valve and Concrete Vault," per each. The unit contract price per each for the 12" gate valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, by-pass assembly, cast-iron casting and cover, ladder rung, concrete risers as required, adjustment to final grade. w H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc70 16 inch and larger Butterfly Valve and Concrete Vault,"per each. The unit contract price per each for the 16" and larger butterfly valve assembly, shall be full pay for all labor, equipment and material to furnish and install the valve complete in place on the water main, including trenching, jointing, blocking of valve, painting, disinfecting, hydrostatic testing, concrete vault, cast-iron casting and cover, ladder, concrete risers as required, adjustment to final grade. "Blow-off assembly,"per each. The unit contract price per each for each blow-off assembly shall be for all, labor, equipment and material to complete the installation of the assembly per the City of Renton Water Standard Detail, latest revision. "Air-Release/Air-Vacuum Valve Assembly,"per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per City of r1 Renton Standard Detail, latest revision. "Adjust Existing Valve Box to Grade(RC),"per each. The contract bid price for"Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material,tools and equipment necessary to satisfactorily complete the work as defined in the Contract Documents, including all incidental work. If not included as a separate pay item in the - --Contract,-but-required to complete other work in the Contract,-then adjustment of-valve-boxes shall be - - considered incidental to other items of work and no further compensation shall be made. 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1)is revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 rr and the City of Renton standard details. Hydrant and guard posts shall be painted in accordance with the water standard detail. Upon completion of the project, all fire hydrants shall be painted to The City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43- 655 safety yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-114" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside right-of-way). Joint restraint(Shackle Rods) shall be installed in accordance with Section 7-11.3(15). H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc71 Nr 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3)is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City(or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.5 Payment Section 7-14.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are w included in the proposal: "Hydrant Assembly",per each. -- -The-unit-contract-price per each for"Hydrant Assembly"-shall be full pay for all-work-to-funush and - - install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles, tie rods, concrete blocks, gravel, and painting and guard posts required for the complete installation of the hydrant assembly as specified. The pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. "Resetting Existing Hydrants",per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. . Guard posts, shown on the plans shall be incidental to the contract. "Moving Existing Hydrants",per each. The unit contract price per each for"Moving Existing Hydrant" shall be full pay for all work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made . Guard posts, shown on the plans shall be incidental to the contract. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe-hogging). If the trenchless percussion and impact method fails, + regular open trench methods may be used. w +rr H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc72 tl 7-15.5 Payment Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is rY included in the proposal: "Service Connection In. Diam.",per each. The unit contract price per each for "Service Connection In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe-hogging), tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection of the service connection. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is replaced with the following: Pipe used for sanitary sewers may be: Rigid Thermoplastic Concrete ---- - -- — - -- ---PVC{Polyvinyl Chloride)----- - Ductile Iron All sanitary sewer pipe shall have flexible gasketed joints unless otherwise specified. It is not intended that materials listed are to be considered equal or generally interchangeable for all applications. The Engineer shall determine from the materials listed those suitable for the project, and shall so specify in the specifications or plans. Materials shall meet the requirements of the following sections. Plain Concrete Storm Sewer Pipe 9-05.7(1) Reinforced Concrete Storm Sewer Pipe 9-05.7(2) Solid Wall PVC Sanitary Sewer Pipe 9-05.12(1) Profile Wall PVC Sanitary Sewer Pipe 9-05.12(2) Ductile Iron Sewer Pipe 9-05.13 l All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1)is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris which enter the existing downstream system, shall be removed by the contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, it's outlet shall be plugged until acceptance by the Engineer. 1 7-17.3(2)H Television Inspection Section 7-17.3(2)H is supplemented by adding the following: Once the television inspection has been completed the contractor shall submit To the Engineer the written reports of the inspection plus the video tapes. Said video tapes are to be in color and compatible with the City's viewing and recording systems. The City system accepts 1/2" wide high density VHS Tapes.The tapes will be run at standard speed SP(15/16 I.P.S.). H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd SO 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc73 7-17.4 Measurement Section 7-17.4 is supplemented as follows: Measurement of"Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in place,measured by the neat line dimensions shown in the Plans,or by the Ton on truck tickets. 7-17.5 Payment Section 7-17.5 is revised and supplemented as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Plain Cone. Sewer Pipe_In. Diam.",per linear foot. "Cl. Rein£ Cone. Sewer Pipe_In. Diam.",per linear foot. rr "PVC-Sanitary Sewer Pipe In. Diam.",per linear foot. "Ductile Iron Sewer Pipe In. Diam.",per linear foot. The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, bedding material, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. - "Testing-Sewer-Pipe",per linear foot:_-- The unit contract price per linear foot for"Testing Sewer Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for "Testing Sewer Pipe"is included it shall be considered incidental to the pipe items. �r "Removal and Replacement of Unsuitable Material",per cubic yard. The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall be full pay for all work to remove unsuitable material and replace and compact suitable material as specified in Section 7-08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer",per cubic yard, or Ton. The unit contract price per cubic yard, or Ton for"Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all work to furnish,place, and compact material in the trench. "Television Inspection",per linear foot. wr it H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc74 aw 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 has been revised as follows: Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type I", per each. "Raised Pavement Marker Type 2", per each. "Raised Pavement Marker Type 3- In.",per each. "Recessed Pavement Marker",per each. The unit contract price per each for "Raised Pavement Marker Type V, "Raised Pavement Marker Type 2", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker"shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control unless traffic control is listed in the contract as a separate pay item. 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the surveyor in accordance with RCW58.09.130. 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: (******) All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the contract unless specifically called out to be paid as a bid item. 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: "Reset Existing Monument"per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc75 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4)is replaced with: The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent shall be applied immediately after brushing and be maintained for a period of 5 days. The Contractor shall have readily available sufficient protective covering, such as waterproof paper or plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather. During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded for such additional time as the Engineer may specify. The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be removed and replaced at the expense of the Contractor. 8-14.4 Measurement Section 8-14.4 is supplemented by adding the following: --- -Whenthe-contract contains a-pay item for"Curb Ramp,Cement Concrete" the-per-eaclymeasurement shall include all costs for the complete installation per the plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all other work, materials and equipment required per Section 8-14 shall be included in the per each price for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as separate pay items. r If the contract does not provide a pay item for "Curb Ramp, Cement Concrete," but the plans call for such installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the payment shall be included in the pay item for "Miscellaneous and/or Driveway Asphalt Concrete." 8-14.5 Payment Section 8-14.5 is supplemented by adding the following: "Curb Ramp, Cement Concrete,"per each. r Payment for excavation of material not related to the construction of the sidewalk but necessary before the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for"Cement Conc. Sidewalk"and the per each contract price for"Curb Ramp, Cement Concrete." 8-17 IMPACT ATTENUATOR SYSTEMS 8-17.5 Payment Section 8-17.5 is supplemented by the following: If no pay item is included for temporary impact attenuators then all costs to provide and install shall be considered a part of the pay item for"Traffic Control." H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc76 we 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.2(1) Equipment List and Drawings Paragraphs four of Section 8-20.2(1) are revised and supplemented with the following: The Contractor shall submit for approval six sets of shop drawings for each of the following types of standards called for on this project: 1. Light standards with or without pre-approved plans. 2. Signal standards with or without pre-approved plans. 3. Combination Signal and lighting standards. 4. Metal Strain Poles. Paragraph five of Section 8-20.2(1) is deleted. Paragraph six of Section 8-20.2(1) is deleted. Section 8-20.2(1)is supplemented as follows: The Contractor also shall submit either on the signal standard shop drawings or attached to the signal standard shop drawings all dimensions to clearly show the specific mast arm mounting height and signal tenon locations for each signal pole to be installed. MOVED TO SECTION 5-06 Seefieff 8 20.3(2) has been supplemented by adding the fell I CITY OF DENT-ON TRENCH RESTORATION AND STREET-OVERLAY REQUIREMENTS Amended Apfil 4, 2005 by Or-dinanee 5 131 8-22 PAVEMENT MARKING 8-22.1 Description The following item in Section 8-22.1 is revised as follows: Crosswalk Stripe A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See detail sheet. Skip Center Line(Replacement) A BROKEN YELLOW line 4 inches wide. The broken or"skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as center line delineation on two-lane or three-lane,two-way highways. Double Yellow Center Line(Replacement) Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is used as center line delineation on multilane,two-way highways and for channelization. Approach Line(New) A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through movements, to separate high occupancy vehicle lanes from general purpose lanes, for islands, hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart. { + H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20aNEW-Special Provs-2006-DCv02.doc77 Lane Line(Replacement) A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction. The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap. Two Way Left Turn Line(Replacement) A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated +w by a 4-inch space. The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot space. The solid line shall be installed to the right of the broken line in the direction of travel. Crosswalk Line(Replacement) A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. do See detail sheet. Stop Line(Replacement) A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract plans. 8-22.3(5) Installation Instructions Section 8-22.3(5) is revised as follows: A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure. 8-22.5 Payment Section 8-22.5 is supplemented as follows: "Approach Stripe,"per linear foot. "Remove Paint Line ....." wide,"per linear foot.* "Remove Plastic Line ......"Wide,"per linear foot.* "Remove existing traffic markings, "per lump sum.* *The linear foot contract price for"Remove Paint Line" and "Remove Plastic Line" and the lump sum contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor, tools, material, and equipment necessary for removal of existing traffic markings as per the plans, specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then the removal of old or conflicting traffic markings required to complete the channelization of the project as shown on the plans or detail sheets shall be considered incidental to other items in the contract and no further compensation shall be made. at 8-23 TEMPORARY PAVEMENT MARKINGS iis 8-23.5 Payment Section 8-23.5 is supplemented with the following: (******) If no pay item is included in the contract for installation or for removal of temporary pavement tr markings then all costs associated with these items are considered incidental to other items in the contract or included under"Traffic Control," if that item is included as a bid item. to so H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc78 ii i 8-24.3(1) Rock Wall Added SWP-27- Section 8-24.3(1)is supplemented with the following: 8-24.3(1)F Construction Requirements (new section) The rock unloading at the site will be done in such a manner as to segregate the rock by the size ranges indicated in the preceding paragraph. The walls shall be started by excavating a trench, not less than 6 inches or more than one foot in depth below subgrade in excavation sections, or not less than 6 inches or more than one foot in depth below the existing ground level in embankment sections. Areas on which the rockery is to be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the ad wall over 6 inches across in any direction. The rocks shall be placed and keyed together with a minimum of voids. Particular attention shall be given to the placing and keying together of the final course of all rockeries. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and in a manner such that the longitudinal axis if the rock shall be at right --- - - - angles-or perpendicular to-the rockery-face. The rocks shall--have-ail-inclining faces-sloping-to the --- back of the rockery. Each row of rocks will be seated as tightly and evenly as possible on the rock below in such a manner that there will be no movement between the two. After setting a course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 8-24.3(1)F.1 Rockery Backfill t The wall backfill shall consist of 1-1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8 inch minimum thickness between the entire wall and the cut or fill material. The backfill material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any l backfill material on the bearing surface of the rock course will be removed before setting the next course. 8-24.3(1)F.2 Drain Pipe A 4 inch diameter perforated pvc pipe shall be placed as a footing drain behind the rockeries as shown in the standard plans, and connected to the storm drainage system where shown. 8-24.3(1)F.3 Rejection Of Material The inspector will have the authority to reject any defective material and to suspend any work that is being improperly done, subject to the final decision of the engineer. All rejected material will be removed from the construction site and any rejected work shall be repaired or replaced at no additional cost to the Owner. 8-24.3(1)G Measurement Measurement of the finished rock wall for payment will be made from the footing grade to the top of t the wall and rounded to the nearest square yard. 8-24.3(1)H Payment Payment will be made under the item"rock retaining wall",per square yard. The unit price per square yard shall be full compensation for the rockery/rock retaining wall in place and shall include all work, materials, and equipment required to complete the installation, including drainage pipe and all other items. l wri H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc79 am (January 5, 2004) 9-03.8(2) HMA Test Requirements Section 9-03.8(2)is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be *** $$1$$ *** million. 9-03.8(7) HMA Tolerances and Adjustments Item 1 is deleted and replaced with: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Nonstatistical Commercial Evaluation Evaluation Aggregate,percent passing 1", 3/", %2", and 3/8" sieves ±6% ±8% U.S.No. 4 sieve ±6% ±8% U.S.No. 8 sieve ±6% ±8% U S.No.-1-6-sieve ±4%. - -- ±6% - U.S.No. 30 sieve ±4% ±6% U.S. No. 50 sieve ±4% ±6% U.S. No. 100 sieve ±3% ±5% U.S.No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% VMA 1.5%below minimum value in 9-03.8(2) VFA min. and max. as listed in 9-03.8(2) Va 2.5%minimum and 5.5%maximum These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100%passing will be 99-100. 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.4 Steel Culvert Pipe and Pipe Arch (RC) Section 9-05.4 is revised as follows: Steel culvert pipe and pipe arch shall meet the requirements of AASHTO M 36, Type I and Type II. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized w coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe (RC) Section 9-05.7(2)is replaced by the following: (******) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type II in conformance with ASTM C150. No admixture shall be used unless otherwise specified. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCO2.doc80 9-05.7(2)A Basis for Acceptance(RC) Section 9-05.7(2)A is supplemented by the following: All pipe shall be subject to (1) a three-edge-bearing strength (D-load) test in accordance with ASTM C76; and (2) a hydrostatic test of rubber gasket joints in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(3)is replaced by the following: Joint assembly design shall be reinforced concrete bell and spigot type incorporating a fully retained single rubber gasket in accordance with ASTM C361 or AWWA C302. Rubber gasket material shall be neoprene. 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints (RC) Section 9-05.7(4)is supplemented by the following: Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AWWA C302 except test pressure shall be 5 psi. 9-05.9 Steel Spiral Rib Storm Sewer Pipe (RC) -- - Section-9-05-9 is-replaced with: -- -- - - ---- - - _ - ----- - -- ---- - - - The manufacturer of spiral rib storm sewer pipe shall furnish the Engineer a Manufacturer's Certificate of Compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam or a continuous helical welded seam paralleling the rib. Steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs,having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9-05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch+ 1/8 inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center(measured normal to the direction of the H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc8l 4W ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable ' tolerance of+ 10 percent. 9-05.12(3) CPEP Sewer Pipe v Section 9-05.12(3) is a new additional section: CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34, Class C +• per ASTM D1248. In addition, the pipe shall comply with all material and stiffness requirements of AASHTO M294. ft 9-5.13 Ductile Iron Sewer Pipe Added Project SWP-27 Supplement this section with the following: Ductile iron pipe for storm sewers shall conform to ANSI/AWWA C151/A21.51-91 Standards, except the minimum nominal thickness shall be as follows: IYr 8" = 0.33" (Class 52) 12" = 0.37" (Class 52) Grade of iron shall be 60-42-10. The pipe shall be cement lined and the exterior shall be coated with an asphaltic coating. W Each length shall be plainly marked with the manufacturer's identification, year cast, thickness, class of pipe and weight. The pipe shall be furnished with mechanical joint or push-on joint, conforming to ANSI/AWWA C111/A21.11-85 Standards. The pipe manufacturer shall certify in writing that the inspection and all of the specified tests for both pipe and gaskets being supplied under this Contract have been made, and that the results thereof comply with the requirements of the Standard. Joints shall be "made up" in accordance with the manufacturer's recommendations. Standard joint materials, including rubber ring gaskets, shall be furnished with the pipe. Material shall be suitable for the specified pipe sizes. r�r All fittings shall be short-bodied ductile iron cement-mortar-lined, with a minimum rating of 250 psi working pressure, complying with ANSI/AWWA C110 or C153 Standards. The type of joint shall be "Tyton", mechanical joints. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: so (******) Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. to H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd StA 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc82 in For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe,helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch+ 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius slrtt of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. .4 -------9-05 119 -orrugated-Polyethylene-Culvert-Pipe-(CPEP) Added Project SWP-27 9-05.19(1) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall manufactured by Advanced Drainage Systems (ADS), or approved equivalent. 9-05.19(2) Pipe Material and Fabrication CPEP shall be in conformance with the latest version of ASTM F 667 or AASHTO M 294, Type S. 9-05.19(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536 or ASTM D 3212. Fittings shall be manufactured by Nyloplast USA, Inc., or approved equivalent. 9-05.19(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Lubricate gasket and fitting socket with manufacturer-approved lubricant prior to pushing pipe into fitting. " H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc83 I* 40 9-05.21 High Density Polyethylene Pipe (HDPE) (New Section) Project SWP-27 DRISCOPLEXT""4000 and DRISCOPLEXTm 4100 High-density Polyethylene;Piping 1 General Terms and Conditions 1.1 Scope - This specification covers requirements for DriscoPlexTm 4000 and DriscoPlexTM 4100 PE 3408 high-density polyethylene piping. All work shall be performed in accordance with these specifications. 1.2 Engineered and Approved Plans - Construction shall be performed in accordance with engineered construction plans for the work prepared under the direction of a Professional Engineer. 1.3 Referenced Standards - Where all or part of a Federal, ASTM, ANSI, AWWA, etc., standard specification is incorporated by reference in these Specifications, the reference standard shall be the latest edition and revision. 1.4 Licenses and Permits - A licensed and bonded Contractor shall perform all pipe construction work._ The_Contractor shall secure_all necessary_permits_-before commencing__ construction. 1.5 Inspections - All work shall be inspected by an Authorized Representative of the Owner who shall have the authority to halt construction if, in his opinion, these specifications or standard construction practices are not being followed. Whenever any portion of these specifications is violated, the Project Engineer or his Authorized Representative, shall, by written notice, order further construction to cease until all deficiencies are corrected. 2 Polyethylene Pipe and Fittings 2.1 Qualifications of Manufacturers - The Manufacturer shall have manufacturing and quality assurance facilities capable of producing and assuring the quality of the pipe and fittings required by these Specifications. The Manufacturer's production facilities shall be " open for inspection by the Owner or his Authorized Representative. The Project Engineer shall approve qualified Manufacturers. r 2.3 Materials - Black PE materials used for the manufacture of polyethylene pipe and fittings shall be PE 3408 high density polyethylene meeting ASTM D 3350 cell classification 345464C and shall be Listed in the name of the pipe and fitting Manufacturer in PPI (Plastics Pipe Institute) TR-4 with a standard grade HDB rating of 1600 psi at 73°F. Color material, when used, shall be the same except for meeting ASTM D 3350 cell classification 345464E. The material shall be listed and approved for potable water in accordance with NSF Standard 61. When requested on the order, the Manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. 2.4 Interchangeability of Pipe and Fittings - The same Qualified and Approved Manufacturer shall produce polyethylene pipe and fittings. Products such as fittings or flange adapters made by sub-contractors or distributors are prohibited. �r H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc84 2.9 Polyethylene Fittings & Custom Fabrications - Polyethylene fittings and custom fabrications shall be molded or fabricated by the Approved Pipe Manufacturer. All fittings and custom fabrications shall be pressure rated for the same internal pressure rating as the mating pipe. 2.10 Molded Fittings - Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. 2.11 Fabricated Fittings - Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock or molded fittings. Fabricated fittings shall be rated for internal pressure service at least equal to the full service pressure rating of the mating pipe. Fabricated fittings shall be tested in accordance with AWWA C906. 2.12 Polyethylene Flange Adapters - Flange adapters shall be made with sufficient through- bore length to be clamped in a butt fusion-joining machine without the use of a stub-end holder. The sealing surface of the flange adapter shall be machined with a series of small v- shaped grooves (serrations) to promote gasketless sealing, or restrain the gasket against --blowout. 2.13 Back-up Rings & Flange Bolts - Flange adapters shall be fitted with back-up rings that are pressure rated equal to or greater than the mating pipe. The back-up ring bore shall be chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts and nuts shall be Grade 3 or higher. 2.14 MJ Adapters - MJ Adapters 4" thru 16" may be provided with optional Stainless Steel Stiffener upon request. MJ Adapters 14" and above shall be provided with Heavy Duty Back-up Ring Kits. All MJ Adapters 18" and above must be provided with Stainless Steel stiffeners. 3 Joining 3.1 Heat Fusion Joining - Joints between plain end pipes and fittings shall be made by butt fusion. Joints between the main and saddle branch fittings shall be made using saddle fusion. The butt fusion and saddle fusion procedures used shall be procedures that are recommended by the pipe and fitting Manufacturer. The Contractor shall ensure that persons making heat fusion joints have receive training in the Manufacturer's recommended procedure. The Contractor shall maintain records of trained personnel, and shall certify that training was received not more than 12 months before commencing construction. External and internal beads shall not be removed. 3.2 Joining by Other Means - Polyethylene pipe and fittings may be joined together or to other materials by means of(a) flanged connections (flange adapters and back-up rings), (b) mechanical couplings designed for joining polyethylene pipe or for joining polyethylene pipe to another material, (c) MJ Adapters or(d) electrofusion. When joining by other means, the installation instructions of the joining device manufacturer shall be observed. 4 Installation H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc85 1W w 4.1 General - When delivered, a receiving inspection shall be performed and any shipping damage shall be reported to the manufacturer within 7 days. Installation shall be in accordance with ASTM D 2774, Manufacturer's recommendations and this specification. All ift necessary precautions shall be taken to ensure a safe working environment in accordance with all applicable safety codes and standards. 4.2 Excavation - Trench excavations shall conform to the plans and drawings, as authorized IN in writing by the Project Engineer or his Approved Representative and in accordance with all applicable codes. The Contractor shall remove excess groundwater. Where necessary, trench walls shall be shored or reinforced, and all necessary precautions shall be taken to as ensure a safe working environment. 4.3 Large Diameter Fabricated Fittings - Not more than one plain-end connection of 16" IPS K and larger fabricated directional fittings (elbows, tees, etc.) shall be butt fused to the end of a pipe length before placing the assembly into the trench. The remaining fitting connections shall be made in the trench using butt fusion, flange or other connection means in 40 accordance with 3.2. Flange and other mechanical connections shall be assembled, and tightened in accordance with the connection manufacturer's instructions and 4.4. Handling, lifting, moving or lowering a 16" IPS or larger fabricated fitting that is connected to more than one_pipe_lengthis-prohibited_ The installing contractor-t-his-expense shall correct fitting - --- - - - --- 'F' damage caused by such improper handling. 4.4 Mechanical Joint & Flange Installation - Mechanical joint and flange connections shall be installed in accordance with the Manufacturer's recommended procedure. MJ Adapters and flanges shall be centered and aligned to the mating component before assembling and tightening bolts. In no case shall MJ gland or flange bolts be used to draw the connection into alignment. Bolt threads shall be lubricated, and flat washers should be used under the nuts. Bolts shall be evenly tightened according to the tightening pattern and torque step recommendations of the Manufacturer. At least 1 hour after initial assembly, flange connections shall be re-tightened following the tightening pattern and torque step recommendations of the Manufacturer. The final tightening torque shall be as recommended by the Manufacturer. 4.6 Pipe Handling - When lifting with slings, only wide fabric choker slings capable of safely carrying the load shall be used to lift, move, or lower pipe and fittings. Wire rope and chain are prohibited. Slings shall be of sufficient capacity for the load, and shall be inspected before use. Worn or damaged equipment shall not be used. 4.7 Backfilling - Embedment material soil type and particle size shall be in accordance with ASTM D 2774. Embedment shall be placed and compacted to at least 90% Standard Proctor Density in 6" lifts to at least 6" above the pipe crown. During embedment placement and compaction, care shall be taken to ensure that the haunch areas below the pipe spring- line are completely filled and free of voids. 5 Testing H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc86 5.1 Fusion Quality- The Contractor shall ensure that field set-up and operation of the fusion equipment, and the fusion procedure used by the Contractor's fusion operator while on site. Upon request by the Owner, the Contractor shall verify field fusion quality by making and testing a trial fusion. The trial fusion shall be allowed to cool completely; then test straps shall be cut out and bent strap testing in accordance with ASTM D 2657. If the bent strap test of the trial fusion fails at the joint, the field fusions represented by the trial fusion shall be rejected. The Contractor at his expense shall make all necessary corrections to equipment, set-up, operation and fusion procedure, and shall re-make the rejected fusions. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd SO 602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc87 "' im 9-08 PAINTS 9-08.8 Manhole Coating System Products y. Section 9-08.8 is a new section and subsections: 9-08.8(1) Coating Systems Specification A. High Solids Urethane Coating System: Cl Coating Material: High Solids Urethane Surfaces: Concrete Surface In accordance with SSPC Preparation: SP-7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of io --__--- -Wasser— MC-Aroshield- - high solids urethane(2.0 DFT)Finish: Two or more coats of Wasser MC-Aroshield(min. 4.0 DFT) Color: White Sri► H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc88 9-14 Hydroseed Bid Item (Added Section) Project SWP-27 Description Contractor shall Hydroseed all areas disturbed as a result of the construction activities. Seed '(addition) Seed mix for hydroseeding shall be as follows: Meadow Seed Mix % % Purity % Weight Germination Redtop or Oregon Bentgrass 40 92 85 Agrostis alba or Agrostis oregonensis Red Fescue - - --- - -- 40 - 98 - -- - - 90 -- Festuca rubra White Dutch Clover 20 98 90 Trifolium repens Seed shall be applied at the rate of 120 pounds per acre. Fertilizer (addition) A commercial fertilizer shall be furnished. All fertilizer shall be pre-mixed prior to bringing on the job. Fertilizer shall be 10-20-20 N-K-P slow release rate. Fertilizer shall be applied at the rate of 90 pounds per acre. f Mulch and Amendments (addition) Hydroseeded mulch shall be 100% wood fiber mulch manufactured by the defiberating process, from fir, hemlock, or alder. The mulch shall have a minimum of 77% of the total j fiber exceeding 3.5 mm in length, and 60% of fibers 8.5mm or longer. �t Wood fiber mulch shall be uniform in weight with the unit weight displayed clearly on each package. Fiber shall be dyed green in color to provide visual metering of application. Tackifier shall be incorporated into the wood fiber in the drying process Mulch shall be applied at the rate of approx. 1,000-1,500 pounds per acre. Soil Binder or Tacking Agent (addition) H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc89 ire Tackifier shall be primarily composted of guar gum. Tackifier shall be incorporated into the wood fiber in the drying process. Percentage of tackifier shall not be less than 2% or greater than 10%, with the percentage used clearly labeled on the outside of package. ` Tackifier rates shall be adjusted by adding wood fiber mulch with tackifier and regular wood fiber mulch to provide tackifier rates equivalent to or greater than specified. Submittals Submit seed vendor's certification for required grass seed mixture, indicating percentage by weight, and percentages of purity, germination, and weed seed for each grass species. A. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Restrict all disturbances or other activities in seeded areas until grass is established. Erect signs and barriers as required. C. Provide watering equipment as required. Installation A. Perform seeding ork only after planting and other work affecting 9 Y P 9 g ground surface has been completed. _-_ B Restrict-all-disturbances-or---other_activities in.seeded_areas-until-grass is-established, -- - -- Erect signs and barriers as required. C. Provide watering equipment as required. D. Limit preparation to areas which will be immediately seeded. E. Loosen topsoil of areas to be seeded to minimum depth of 4 inches. F. Grade area to be seeded. Remove ridges and fill depressions as required to drain. G Seed immediately after preparation of bed. Spring seeding shall occur between April 1 and June 1 and fall seeding shall occur between August 15 and October 31 or at such other times acceptable to the City. H. Seed indicated areas within contract limits and areas adjoining contract limits disturbed as a result of construction operations. I. Perform seeding operations when the soil is dry and when winds do not exceed 5 miles per hour. Warranty Hydroseeding A. Hydroseeded areas will be inspected 1 week after germination to determine if coverage of seeding is acceptable. B. A uniform stand of grass and wildflowers over 90 percent of seeded area shall be obtained by watering and maintaining until final acceptance. Areas which fail to provide a uniform stand of grass shall be reseeded. Areas reseeded will not be accepted until the coverage required herein is obtained. 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 9-23.9 Fly Ash (RC) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc90 tl 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe (RC) Section 9-30.1(1) is revised as follows: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C 151. Ductile iron pipe shall have a cement-mortar lining meeting the requirements of AWWA C104. . All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30.3(1) Gate Valves (3inches to 12 inches) Section 9-30.3(1) is replaced with: { Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No.A2380,Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening. All gate valves less than 12" in diameter shall include an 8" x 24" cast iron gate valve box and extensions, as required. All 12" diameter and larger gate valves shall be installed in a vault. See Water Standard Detail for 12" gate valve assembly vault and 1" bypass installation. Gate valves shall conform to AWWA C500 and shall be iron body, bronze-mounted, double disc with bronze wedging device-and 0-ring stuffing box-. ---- Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C-550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall be equipped with one(1) anti-friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series 2370,Kennedy. Approval of valves other than model specified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a 1 inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.3(3) Butterfly Valves Section 9-30.3(3)is supplemented by adding the following: Butterfly valves shall be Dresser 450 or Pratt Groundhog. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCO2.doc91 as as 9-30.3(5) Valve Marker Posts Section 9-30.3(5)has been deleted and replaced with the following: The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker .375"x 6'-0" or approved equal with blue label "water." 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7)has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy-Duty," combination air release valve, or equal. Installation shall be per the City of Renton Standard Detail, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8)is revised as follows: ______ -_ ___Tapping_sleeves-shall_be-cast-ironsductileiron epoxy-coated steel-or--other approved-material. -- - - - Section 9-30.3(9) is a new section: 9-30.3(9) Blow-Off Assembly Permanent blow-off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow-off permanent blow-off assembly shall be per City of Renton Water Standard Detail, latest revision. Pipe and fittings shall be galvanized. Blow-off assembly shall be installed at location(s) shown on the plans. Temporary blow-off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow-off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. IN 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type(opening with the pressure) or approved equal conforming to rir AWWA C-502-85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200, conforming to AWWA C-502-85. 9-30.5(1) End Connections (RC) Section 9-30.5(1)is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc92 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4"pentagon operating nut opened by turning counter clockwise(left). The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revisions. 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 9-30.6(4) Service Fittings --- -Section 9-30:6(4)-Has-been revised as-follows_---- - -- - -- -- ---- _ _-- - Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5)has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision i H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3296 Dayton Ave NE 22nd St\1602 FINAL SPECS\20a NEW-Special Provs-2006-DCv02.doc93 u Renton Surveying Standards Also See City of Renton Special Provisions Section 1-11 err +rr aw y No o 10 o. CITY OF RENTON SURVEY CONTROL NETWORK r of Vertical Control 3rd Order, 1st Class North American Vertical Datum 1988 Meters Horizontal Control 2nd Order, 1st Class North American Datum 1983/1991 Meters ■. 1" Printing January 1995 2nd Printing January 1997 +r. Revised& Reprinted May 2000 ar TS_SERVER//SYS2\MAPS\83m\control\scn.doc Title 2 May,2000 ow TABLE OF CONTENTS SECTION I SURVEY CONTROL NETWORK DESCRIPTION.................................. i SURVEYING STANDARDS ............................................................ 1-11-1 MONUMENT CASE & COVER STANDARD PLAN.......................H031 SECTION II MAPS, DESCRIPTIONS &VALUES SectionIndex Map............................................................................... Index Section Township Range Page r 13 T23N R4E WM..................................................................F2 14 T23N R4E WM..................................................................F1 24 T23N R4E WM ........G2 .......................................................... 25 T23N R4E WM..................................................................H2 36 T23N R4E WM...................................................................I2 5 T22N R5E WM 6 T22N R5E WM...................................................................J5 3 T24N R5E WM..................................................................D6 4 T23N R5E WM..................................................................D5 5 T23N R5E WM..................................................................D4 7 T23N R5E WM..................................................................E3 8 T23N R5E WM..................................................................E4 9 T23N R5E WM..................................................................E5 10 T23N R5E WM..................................................................E6 I1 T23N R5E WM..................................................................E7 14 T23N R5E WM..................................................................F7 15 T23N R5E WM .........F6 16 T23N R5E WM..................................................................F5 17 T23N R5E WM..................................................................F4 18 T23N R5E WM " 19 T23N R5E WM..................................................................G3 20 T23N R5E WM...........................................•.............._.......G4 .r 21 T23N R5E WM..................................................................G5 22 T23N R5E WM..................................................................G6 29 T23N R5E WM..................................................................H4 r 30 T23N R5E WM..................................................................H3 31 T23N R5E WM...................................................................I3 32 T23N R5E WM...................................................................I4 29 T24N R5E WM..................................................................B4 31 T24N R5E WM..................................................................C3 32 T24N R5E WM w TS_SERVER//SYS2VYWS183m\controNcn.doc Table of Contents 2 May 2000 ow CITY OF RENTON ow 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 r 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, wr 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. rr 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. AV The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal ■ Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, 1st Class, northing and easting values for 122 monuments in and TS_SERVER//SYS2VvWS\83m\controftscn.doc i 2 May 2000 around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision 40 geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991,North Zone." t► The vertical control phase was performed by Triad Associates, under the direction of Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star*Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement(less than or equal to 5mm) with 5 others. + The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of rr these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and its urban growth area lie between latitudes 47° 25' North to the south and 47° 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. rr Please note that the relative accuracy for the grid scale factors is approximately 1 in 60,000 at 470 25' N to the south and 1 in 111,000 at 47° 33' N to the north and thus for most survey work will have no impact on surveys covering less than 1.5 miles. TS_SERVER//SYS2kMAPS183m\control\scn.doc H 2 May 2000 law TABLE 1. No LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991,North Zone for Renton Tabular. Grid Latitude Radius Difference Scale for V of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. w TABLE 2. SEA LEVEL REDUCTION TABLE Renton Elevation Sea Level Feet Factor ' Sea Level 1.0000000 500 0.9999761 1000 0.9999522 The worst case relative accuracy for an elevation of 650 feet with an interpolated scale factor of 0.99996893 is approximately 1 in 32,000. When combined with the worst case grid scale factor of 0.99999195 it yields a combined factor of 0.99995998 for a relative accuracy of approximately 1 in 25,000. It should be noted that Washington state uses the US survey foot and the conversion between feet and meters is 3937/1200 or 3.28083333 feet per meter. An analysis of the differences between NGVD 1929 and NAVD 1988 elevations in and around Renton yields a conversion factor of+1.092 meters going from NGVD 1929 to ' NAVD 1988. The information in this document has been extensively reviewed but there is always the possibility that some particulars of the monument locations, descriptions or values are either misleading or incorrect. If any such errors are found please contact the City of Renton's Mapping Supervisor at *Z69. This document will be updated on an ongoing basis as monuments are upgraded, added or as corrections are made. TS_SERVER//SYS2\MAPS\83m\control\scn.doc Iii 2 May 2000 it 0 o " rn 40 > z oo a 0 U 140 Z a °v<. � z < � O < Q 0 z � o W �� .. ' -• o••' U J G CC • 'Q U ^ to O v Z W W O[Y f rL QU V o n L.)u' N W = F T LL O U 11 2 �� \` �-• O C O U w to CD Li __j s ¢ Zz'cc 0a W W N J V::-WQ CC Z O U F-- \ W U W_Z / \ \ w Quwf a In WxocNO� - f'-_ O' 'Y'�I I - O ; ___ _ C LAN•--•¢ZV7W V N-- I'D SW3Z O Z O W 2 cc S = _O F-W I--W W T W N> x -F- E • G C O D 1-W F •-•�-- O V V Z [t V N : ZV O ZU O ,{ I' (� F-rn Wx CxOwO N^`f-•1-¢ 3UNC f Z •--• N ('1 Q C4 ' 37. T24N R5E SE 1/4 i t f+ '1965 501 wf. 1753 ire 1 '\+ ' 1964 1966 2 -' 266.9 .2b68 595 594 }2667 '4g9�� -- 2454; °t t — 2453±', 't _-_ + ---- 1 I i } '+800 �r 5 777 --2-77 I (*�g'30_]i76 + t021 �- _�+! 43+5 7 f€1i f r`� 1 67 2 '`96 __... -.._ - ._+.:. --- ``?� +7+2528 2535+++534 2532 per 799 r tr fr ( = 1 8 7 1301 4 + + A� -I+ 2957 2955 1023 1024 96:795`7gA� 1475 7 -- --�ti 196.2t� 25`33_ 295\6'-'- 2959- +rr -s j I 2958 ! I + - , 940 _ _ ---- -.- '747--- L rrr i -- i 1.8 1113, u, - y{ s —i 31 . -r ---- +1216 1 Z �5 494 1 _ ._.125146 � ��� to +4 7-5� i�412 1249 11677 11679 2521 x$73.0 r H334 Ur [ K' f � 50-3- 76&t 3 +492 + 680� 9.]_ _793,+ i 671 + t aw t 900 --1069 +449 + _ �1tf ! No y 19 - 1945 -+l ' 1 1 �96 o _ NJ r _ , 1784+ +237 +502 + 194- +2196 368+1, F , + 120 5 T23N RSE SE 1/4 LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontal & vertical MONUMENTS & BENCHMARKS 2®2 Horizontal Only TECHNICAL SERVICES 3333 WORKS Vertical •®• PLANNINf3/BLIII.DIN(i/PUBLIC 02/14/00 ♦"°"J° Mom meet 0 450 9w --- Renton Limit: D4 1:54W 5 T23N R5E NE 1/4 SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 369 W 1/4 Corner 4 T23N R5E Location: Found a 3"flat bronze disc with a punch mark on concrete post monument down 0.5 ' in a monument case in the constructed centerline of Edmonds Avenue approximately 185 feet northerly of its constructed intersection with NE 20th Street to the west. as Monument: 3 IN BRONZE DISC & [X]W/PUNCH ON CONC MON, IN CASE, DN. 0.5' NORTHING: 57635.367 EASTING: 398135.222 ELEVATION: 101.368 1300 Location: Found 3" brass disk stamped 106.619"King County Survey monument EN-86 1973"2.2'east of back of walk on east side of Edmonds Ave. N.E. 136' north of N.E. 16th street. Monument: BRASS SURFACE DISC of NORTHING: EASTING: ELEVATION: 106.619 so 1836 Location: Found a 1/8" bronze pin in a round concrete post monument down 0.4' in a monument case at the constructed intersection of N 30th Street& Burnett Avenue N. Monument: 1/8 IN BRONZE PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 58563.567 EASTING: 396538.792 ELEVATION: 36.586 w r D4-3 ow SECTION 5 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters rrr 1837 Location: Found a 2-1/2" brass disc with an"X"and a punch mark on a concrete post monument down 0.4' in a monument case at the constructed intersection of NE 25th Street& Edmonds Avenue NE. This monument has a City of Bellevue (COB) GPS station designation no. 0349. rr Monument: 2-1/2 IN BRASS DISC W/[X] &PUNCH ON CONC MON, IN CASE, DN. 0.4' +err NORTHING: 58061.034 EASTING: 398138.999 ELEVATION: 96.691 1839 Location: Found a 1/8"copper pin on concrete post monument down 0.4' in a monument case at the constructed intersection of NE 20th Street& Jones Avenue NE. Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 57570.050 EASTING: 397327.479 ELEVATION: 85.090 1886 NW Corner 5 T23N R5E �r Location: A brass nail in concrete in a monument case on Burnett 125 feet south of North 28th Place. 0.76 feet below rim. rr Monument: BRASS NAIL ON CONC DN 0.76' IN MON, CASE NORTHING: 58361.030 EASTING: 396532.414 ELEVATION: 31.919 r a D4-4 r IM, CITY ENGINEER'S OFFICE . RENTON, W ASHINGTON MUNICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON,WASK4NG.TON 98055 • 235-2631 R6F /NON CARD #.q 9! (j-&ffi V6 MONUMENT TIES SKETCH REFERENCE TIES Fnd 'J Pa if (;, �•cn o' C,u'•u�F- +'+?_ I J�}4-8C3 FIELD BOOK PAGE DATE MADE BY so 1 � n� t7.vy.4 )v.-zE6 Led d f, YC tst N I at r tjV � r ttrFC4 ucst / 1 I ti to �•i ej � U• rrr ]ESCRIDED Ilw CITY ENGINEER'S OFFICE RENTON, WASHINGTON MUNICIPAL BUILDING 200 MILL.AVENUE SOUTH - RENTON,WASHMNGTON 98055 • 235-2631 1w Fn8,R!E T)c,S Rermw Chop A,'492 ,¢,t;CItJiJE MONUMENT TIES SKETCH il• 19"80 REFERENCE TIE$ ° FIELD BOOK PAGE DATE MADE BY j N tA a41W o wi "k ��� yrn � �. ; r5E t•.�1t�a � ►ES CRI DE •` BY. .�. • . . . • . ' rI %ITY ENG N R'8 OFFICE RENTQ , WASHINGTON A000 imONICIPAL SUILDI MILL AVENUE 5OUTH RENTO'' W SHlNGTON 98055 • 235-2631 MONUMENT IES SKETCH REFERENCE TIES I FIELD BOOK PAGE DATC. MADE BY 72�f 77 176 BBr A/,.. Z3 sT Mati low- 1i`\ t'1 ow N >CRIDED BY. . . . . . . . . sm . . . 1 ITY ENGINEER'S OFFICE . RENTON, WASHINGTON I"NICIPAL BUILDING 200 MILL AVENUE SOUTH RENTON,WASHINGTON 98055 • 235-2631 MONUMENT TIES SKETCH REFERENCE TIES FIELD BOOK PAGE DATE MADE BY up ■r ,� aIr i Tc 3 up A✓•W. �>1d 8-)•83 � My y t«, Aye. dw t 6 B � TRAFFIC CONTROL � INFORMATION L 1 L t F E �,. CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN +r CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT : trr PHONE ': ( ) CONSTRUCTION SUPERINTENDENT: MOB./CEL. PROJECT NAME: FAX . ( ) PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: rr WORK DATE: APPROVAL DATE: NOTES: 1) WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC + CONTROL DEVICES (MUTCD). 2) CALL 911 (USING A LOCAL PHONE) OR 253-852-2121 (USING A CELL PHONE), FIRE, AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. Tire COMMENTS: so SKETCH I —NORTH— +r I rr ow �n Aw do OMCE COPY T- 1 have been informed of my responsibilities for traffic control and CONTRACTOR agree to comply with all traffic regulations of the City of Renton. DEV. sRVICE, INSPECTION K. KITMICK/ DEV. SERVICE, PLAN REWEW SIGNATURE: DATE: POuCE KATIE MCCUNCY FIRE JIM GRAY/STA. /11 rr C\Trofflc Opwvtlon.\Trofflc Control P1op\tcP10 1.dwq z42 . 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 wra 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.: HOME ADDRESS: WORK ADDRESS: WORK PHONE: HOME PHONE: ow COLOR EYES: WEIGHT: HEIGHT: COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: CATraffic Opua6onATraffic Control Plankcpfaml.doc rr Orr wr .rs r rrr yrr -4 tE err NE 24th St w z w w > z z Q Q Q c Cn c 0 E CU w U NE 23th St NE 22th St aw DAYTON AVE NE / NE 22nd ST 0' 140' STORM SYSTEM PROJECT i i N Scale: 1" = 140' City of Renton Surface Water Utility rw D. Carey 6/08 CITY OF RENTON DEPARTMENT OF PLANNING, BUILDING& PUBLIC WORKS R114 R114 LROADCLOS]ED ROAD CLOSED aw TO TO TRA THRU TRAFFIC wr TYPE IIH TYPE III-1A TYPE 111-1 13 w R04 R114 I u i ROAD CLOSED 9 ROMCLOSED TO TO THRU TRAFFIC THRU TRAFFIC ow DETOUR DETOUR IAt-10(1tJ 114-w" TYPE&2 TYPE 111-2A TYPE III-2B r R11-2 RM Rtt-2 =ROAD ROAD ROAD CLOSED. CLOSED DETOUR DETOUR MOOR) If4-00(L) TYPE IIW TYPE III-3A TYPE 111-8 ww DETOUR DETOUR D�R M4 µ4-9(R) ) rlr ROAD CLOSED DETOUR ow R11-2 M4-8a aw APPROVED BY: TYPE 111, R11-2, R11-4, M4-10 (R)/(L), M4-9 (R)/(L) DATE: 06/22/00 SHEET: 1.0 C:\Traffic 0penatlms\TCP\TyK—Nl.Qwq rr► - --- ......-- LO -a — O C d: I-- _ � o c C m o U w —1 N 0) O N c Q C)) O O O O LU low rNI, U O O C la z - o U Q w � Q O Z _ O U `0 p O N I m N ! C f11 V) ! 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Ulu Subject: Limited Geotechnical Engineering Services Dayton and NE 22"d Street Drainage Improvements Renton, Washington Dear Mr. Kreshel: In accordance with your request, Kleinfelder completed a limited geotechnical study of a proposed drainage improvement project site located southeast of the intersection of NE 23`d Street and Camas Ave NE in Renton„ Washington. This letter summarizes our investigation and design and construction recommendations for the proposed project. PROJECT UNDERSTANDING Our understanding of the project is based on discussions with Mr. Jeff Kreshel of BHC Consultants and the site location map provided on February 28, 2007. We understand the storm water run off from streets is contributing to localized flooding in portions of the project area_ The City of Renton plans to mitigate the flooding by installing catch basins to route the surface water to the nearby storm water system. The planned improvements will involve installation of Type 2 catch basins and placement of pipe in trenches as deep as 8 feet. Figure 1 shows a vicinity map for the project site. The work was performed in accordance with the scope of work described in our �. Proposal for Limited Geotechnical Services dated March 1, 2007. The work was divided into three tasks; a Literature Review, a Site Reconnaissance and Limited Subsurface Exploration and a Summary letter report. The literature reviewed consisted of the AGRA Earth and Environmental, Inc. titled Geotechnical Engineering Report, Kennydale Sewer Interceptor and Storm Drain, Alternative 1 and 1A, Renton, Washington, dated January 1007 and a geologic map for the area. Our site reconnaissance included a visual survey of the project site. Evidence of geologic or 853231SEA71.174.d©c Page 9 of a Au ust 30, 2007 Copyright 2007 Kleinfelder g err rr geotechnical inconsistencies were recorded and analyzed. Our subsurface exploration consisted of five hand dug holes advanced to depths of 1 to 6 feet below the ground surface; samples were collected at select depths. Hand hole logs for HH-1 to HH-5 are attached. Please reference our proposal dated March 1, 2007 for additional scope of work details_ Site conditions The project site is located within a single-family residential area located in Honey Creek Ridge Neighborhood of Renton, Washington. The topography generally slopes to the northwest toward the intersection of NE 23'd Street and Camas Avenue NE. The planned drainage improvements generally follow the property lines between four residential lots. Please see attached site plan, Figure 2. Described subsurface conditions are based on geologic maps and on our limited subsurface exploration. A 1:100,000 scale GeoMapNW geologic map of King County identifies that the project site is overlying Vashon recessional outwash deposits. Consistent with our findings the AGRA Earth and Environmental, Inc. subsurface investigation dated January, 1997 observed a material similar to a recessional outwash overlying a till like material. Our limited subsurface exploration encountered primarily a loose to medium dense fine sand with silt and trace fine to coarse gravel which has the characteristics of a recessional outwash. Our site reconnaissance also supported the geologic map identification. Topsoil on site is between 4 and 8 inches thick depending on surface covering. In the south end of the site near NE 22 Id Avenue, there were signs of 2 feet of fill, likely from initial grading or from gardening activities in the area. In general, the deposit is loose at the surface and becomes medium dense with depth. Groundwater was not encountered at the time of the exploration in June 2007, RECOMMENDATIONS The following recommendations are based on a limited subsurface investigation, the base of drainage structures and pipe could be as deep as 8 feet below ground surface. Our investigation included hand dug holes advanced to depths of I to 6 feet; thus the installations will extend below our exploration depths. 8532&SEA7L174,doc Page 2 of 5 August 30,2007 copyright 2007 Kleinfelder Excavations We anticipate that excavations for the proposed drainage improvements will extend as deep as 8 feet into the recessional outwash. Excavations can be accomplished using conventional trenching techniques. Based on groundwater conditions observed in our limited exploration we anticipate that dewatering can be accomplished with conventional sump pump dewatering methods, However our explorations were limited to a depth of 6 feet and no groundwater monitoring wells were installed on the project site. Thus excavation could encounter denser soil requiring extra effort and/or seepage, particularly in the winter months. Although not encountered, recessional outwash soils are typically underlain by glacial till. If present, ground water could be encountered perched on the glacial till. Furthermore, excavation of glacial till soils would likely required use of heavy equipment with ripping teeth or narrow buckets. Glacial till soils may also contain cobbles and boulders. Temporary excavation should be performed in accordance with current federal, state and local regulations. Temporary excavation in excess of 4 feet vertical height must be sloped or supported in accordance with Part N of Washington Administrative Code (WAC) 296-155. Although a standard trench box support system is typically used for pipeline construction, the sides of the trenchline excavations may alternatively be sloped. For planning purposes, we recommend the soil be treated as an OSHA Soil Type C, maximum slope of 11/2 horizontal to 1 vertical. Pipeline Support and Backfill The loose to medium dense soils anticipated beneath the pipe and structures are expected to provide suitable foundation support, provided the trench excavation is constructed in the dry and the subgrade soils are not disturbed. In some instances, very loose soil may extend below the pipe invert or structure base and will required over-excavation and replacement with a suitable foundation layer. Such over-excavations should be handled on a case by case basis. Backfill of over-excavations should consist of crushed rock satisfying the requirements of Section MW 9-03.9(1), Base Course, of the 2006 WSDOT Standard Specifications or similar City of Renton specified material. �10 we 85323/SEA7LI74.do;. Page 3 of 5 August 30,2007 Copyright 2007 K{einfeider to AW Pipe backfill and pipe bedding should be in accordance with City of Renton Standard Specifications for storm sewer installation. We anticipate the onsite sand with silt can be reworked and re-compacted given favorable weather conditions, During the winter months, problems with excess moisture may be encountered. In general, soils used for trench backfill should not contain any organic matter or debris, nor any individual particles greater than 6 inches in diameter. Imported trench backfill should consist of clean sand and gravel satisfying the requirements of Section 9-03.14(1), Gravel Borrow, of the 2006 WSDOT Standard Specifications or similar City of Renton specified material. Trench backfill should be placed in 6 to 12 inch lifts depending on the material and compaction equipment. To provide adequate support for pavements or structures trench backfill placed within the upper 2 feet should be compacted to a least 95 percent of Modified Proctor maximum dry density (MDD), as determined in accordance with ASTM D 1557, Within other areas, or more than 2 feet below surface elevation the trench backfill should be compacted to at least 90 percent of Modified Pro.ctor MDD. Limitations Recommendations contained in this report are based on our field observations and limited subsurface explorations, and our present knowledge of the proposed construction. It is possible that soil and groundwater conditions could vary between or beyond the points explored, or at depths below our explorations. If soil or groundwater conditions are encountered during construction that differs from those described herein, we should be notified immediately in order that a review may be made and supplemental recommendations provided, It the scope of the proposed construction changes from that described in this report, our recommendations should also be reviewed. We have prepared this report in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our study. No warranty, express or implied, is made. Other standards or docurnents referenced in any given standard cited in this report, or otherwise relied upon by the author of this report, are only mentioned in the given standard-, they are not incorporated into it or "included by reference", as that latter term is used relative to contracts or other matters of law. This report may be used only by the City of Renton, BHC Consultants, and their design consultants and only for the purposes stated within a reasonable time from its issuance, but in no event later than 36 months from the date of the report, 853231SEA7LI74,doc Page 4 of 5 Auaust 30,2007 Copyright 2007 Kleinfelder The scope of work for this subsurface exploration and geotechnical report did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or groundwater at this site. rrr Further guidelines and information regarding the use of this geotechnical report can be found in the ASFE publication entitled Important Information About Your Geotechnical Engineering Report, which is included as an attachment of this letter report. We appreciate the opportunity to provide geotechnical services to you on this project. Please contact the undersigned at (425) 562-4200 if you have any questions regarding this report or if we can provide assistance with other aspects of the project. Respectfully submitted, r. KLEINFELDER WEST, INC. aw Ian C. LaVielle, EIT Marcus B. Byers, P. E. Project Engineer Geotechnical Group Manager Attachments: Figure 1: Vicinity Map Figure 2: Site Plan Hand Hole Logs Important Information About Your Geotechnical Engineering Report 853231SEA7LI74-doc Page 5 of 5 August 3O,2007 Cupyright 2007 Kleinfelder rr y r r t m� tsr S May+Grrw' 'r.St paz ?�JE. 281h Rt �? mill HE 27* St NE 213#r,? th §1 handy a R 1C. o N i=2.5 t S# Lima P ut-k -24th St ttii 24th t NE 24#K �I NE 23x� t NE 2. d Pl TIN te' ,,�— oil CL NE r ath fit.. _ Kv E fl"i t t fit at t1 " t � tn wr ;,. ,.. �* f,4F- 115th St m 3 � 7 - '9; 'Pc .a t +y' a Fn Cg km o�,°o 'lath St I ®' CD r4E 1391.Ida! �.. . 1� >NE 12th Vi 1 i~ 'ih �' #' No scale dd f DRAWN BY: J.Stewart K L E [ N F E L Q E R Site Vicinity w va REVISED BY U. 2405 140th Avenue NE,Suite A101 w CHECKED BY: x Bellevue,WA 98005-1877 w w PH:(425)562-4200 FAX.(425)5 62-4201 Drainage tmprovment FIGURE v cz3 www.kleinfelder.com Dayton NE 22nd Street << Renton,Washington <C C DRAWN: July 2007 1 APPROVED BY" _— PROJECT NO. 85325 1 FILE NAME,85323-Fiqures.dwg izi F ' t hy+S'�4+ .,'� i � t xt .l �. ai TC. 4�O jr HH- IST f, y4�++�r'►� `' �"' i F `` "'rya; .•,�,: ,,,,..,ec3:; "+7 " _.. C" i,s" ;{a�w 'x s T- to `•i w «y � x��` :� /,�• fit.. v... a E� "� t v.,aJ. .+.. N . 4",�S' �i y`�{ +�..t"4d : F •—.. '^,+.,.,."u^•" w„"'a. t t.= '. ..^"•.,.3 .,,, J `�`" �°«-w,.. yam. m3 M - t r" � xtf �' 'f• L, a � , tM C e 1 t �• S w •r t do cc OK COY •. •,w _..•r• x.... ...�•. t C M W IM fnd HH-1-1?- Approximate Hand Hole Location Nast fa Scale E 4i., L E 1 N F E L D E R Site & Exploration Plan DRAWN BY: J.Stewart corn REVISED BY: 2405 140th Avenue NE,Suite A101 X Seilevue,WA 98005-1877 CHECKED BY` ww w PH: (425)562-4200 FAX,:(425)562-4201 Drainage Improment FIGURE raj V www.k}einfetder.com Dayton&NE 22nd Street Renton,Washington DRAWN: July 2007 Ai?PRbt�ED BY: PROJECT"NUJ. 85325 FILE NAME:85323-Figures.dwg rrr TESTING PHOG ItA M WEL1.41VZO r - a( SC)II� DESCRIPTION r:• r > o I 4a ry: CONSTRUCTION z"I ?. a van 74 W c, u Ln CA L; CS L 0 .x 7 �= L SAND WITH Sllj(SP SM)brown,moist, a, t rrreditrm dense,fine sand,trace tine icy "''a SI-1 cc>�r e gravel,Irate organics rx�rrts and '. j I mulch,"ur 3` (RECESSIONAL QIJ WASH 'FILL) .�vz C _ Organic,stirafoa nr and plastic deberis at l ac1t.present b mcen p I Density increases with ck-.ptlt. _ � I uW i °_ __ -__-- -_._.__. �_�_._ _ _,_.._� Terminated hand hole at h feet. No a groundwater was encountered at the time of drillin-, Nand hole Nvas hackfillc:d with cuttings. r»a ca z0 rs> C3 rri 4 a 0 r �u H i Wd c? u' 0 C � a w t? €t,'tt'rF DRILLED:6-29-47 SURIe.4Cl.)✓IJ-WA'PICI°4.(feet): I?ItILI.,I>+lC:It•4laTI3{)D:Post llirler and Ilarrtl Auger aw LOGGED BY: 1.I ivielle TOTAL DEPTH(feet):6.0 DRILLER:K8 r REVIE 'ED BY:lan LaVielle DIANIF7ER OF BORING(in).3 inch CASING SIZE: hone l Dayton 22nd Drainage Imprs v. MIKLEINFELDER Renton,NVA a GrOTFCII^IIC:A.I,AND FNVIRONAI ITAI.ENGINEERS BORING U(3G SOH,S AND KAT ,ItIALS TESTING 7 PAGE I of 1 I'I20J'CT NUNJBFR: 85323 l y� TESTING ING PRf3M�tltt (.s C S wr rIICl7A r4'iraY _ r°IrI tr;« WELLIPIEZCI n -` SOIL DESCRIPTION �. +'P Slkj'. SAND(SP)brn�rn to light brown,nroist:, ' medium dense, fins sand,trace fins to S2.7 coarse Brava ®rr ( (RECESSIONAL OLt`I'WAS-t) 3.5 L I Fouts Density increases with depth, �-- C)r>anic 4t>rttentdectetscs with de,lh F I`srn�ira<�tsd hand I�ul at .S test.h n a aroundwater,<as encountered at the time of � drilling. Hanel Bole was backfilled with ciittinys. r �4 Cr 2 F C. Q`1 z(I U 4 w r X r P,. u; V C�Y h v V Q CV LS r� CJ G f ry DATE DRILLED:6-29-07 SURIr ACE ELEVATION(feet): DRILLING NIETIJOD: Post rimer and rune[Auger 0. LOGGED BY.I.LaVielle TOTAL DEPTH(feet):.-3,5 DRILLER. REVIEWED BY,Ian LaVielrc DIAMETER OF BORING(in):3 inch CASING SIZE.- Nnnc Dayton & 22nd Drainage Improv. j r Renton,WA GEOTMINIC'AL Artie)ENVIRONMENTAL ENGINEERS SOILS.AND MATERIALS TESTING BORING LO ry G PreC�tEC°r°NU+ r�ER: 85323 PAGE 1,iirl TESTING PROG1Libl 4__ I t?t)RATC}R1 I IEL6. �f G S, L4 : c E G l V c SOIL DESCRIPTION to CONSTMXTION U r. aJ P v �is cTiaarsee�finc tci AGray, _. w._.m _.. _....... _:.... �...._._ _. _��.._ L ............ t 7 GRAVEL WITH COBBLES( moist,dense,fine:to coarse san ca-arse eraveL a Terminated hand Neale at footdue:to w refusal .No groundwatei gas encountered at the time of drilling.Hand hole was bacifilled%vi€h cuttings. r F F-C F I., c,.F 11Y Ef E- Cn z F. F� tW7 va @ 40 ., u �F cr>C5 �V n x u .. L DATE DRILLED:6-29-07 SURFACE ELEVATION(feet): DRILLING METHOD: Post Holer an€l Hand Auger �r, rw m' LOGGED BY: 1.LraVielle TOTAL DEPTH(feet): I.0 IIRILLE":It: < REVIEWED BY-lan LaVielle DIMMETE R OF BORING(in):3 inch CASING SIZE:None 1 M Dayton & 22nd Drainage linproV. Renton,WA k4KIXINFELDER GEOTECHNIGAL AND ENWRC)Nt IENTAI,ENGINEERS BORING LOG SOILS AND MATERIALS TESTING ° PROJECT NUMBER: 85323 PAGE I of l TESTING PROGRAM FL} � t .S.0 S.I E LABORATORY wry; I I 'PIEZO w u a a SOM DESCRIPTION CC7NS RUCTfON �� , } Z 0 AN!)WITH SILT AND GRA'vq--*l.. �= ! S41 (SP-SNI)light gray,moist dense,Iine sang; trace medium.sr coarse sand. < ar (I I C SSIC}N 1L.OUT WASH) lI) Terminated hand bole at 1.5 feet due to � refusal.No groundwater cvas encountered E at the time of drilling.hand hole was Gl r bacl:fitled with cuttings, 0 n Z' "W h 1 L E V 5 u? tram W 11�i1 Z G oe �� w L/1 az .'at? U <C �a �F e: tL G CJ G: C ry DATE DRILLED-6-29-07 SURFACE[;I..F-VATION(feet): DRILLING M1--,'I'H0D: Post Haler and Hand Auger c� Q LOGGED RY: I.La"v telie TOTAL DEP`I'II(feet): Li DRILLER: F REL'IE)XED RY-fait LaVie#lc DIAMETER ETER OF BORING(in)a 3 inch CASL14C SIZE:Notts Dayton & 22nd Drainage Intprov. k"KLEI.NFELDER Renton,V4'A c.r..r xl rzSOILS LAAND��TrIRIO%s�STING IIVEEtis BORING LOG r N PROJEC T'NUMBER: 85323 HH-4 PAGE I of I CES INGPI7OGIZANI t AE3{)R 1"It312� ��C'lI IIEe� rp CONSTRUCTION LQ C1 dz6 'P-SN SAND WC'1'#-[SILT(SP-SM)broom,moist, loose becoming medium dense,fine sand, ° trace nrcc3iEim to coarse Sand,tY;3Ce fins to arse pr, Becomes silty and wet. 6, I'miinated hand hole at ti feet No �e groundwater was encountered Lit the time of Z3�- drilling.Fland bole was bacl filled with �r �n yv � a c: :n u ;u a DATE DRILLED:6-29-07 SUII.EACE ELEVATION(Ieet): DI2ILLINt°NIE'11101I: fast Haler and Hand Auer m LOGGED BY:I.LaVicUe TOTA L DEPTH(feet): 6.0 MILLER: REVIE'*ti`Eti BY: Can LaVielle DIAMETER OF BORING(in):3 inch CASING SIZE- None 011 Dayton& 22nd Drainage Improv. Renton, WA k4KLEINFELDER GEOTECHNICAL AND EN"RONIV NTAI.ENGINTEERS BORING LOG SOILS AND MATERIALS TESTING R' PROJECT NUMBER: 85323 I-5 PAGE I of I rr WAP E31 I I I ME Geolechnical EfloineePing Repopt Q +► - rr► • , • , r r, • r r r• r r �„ r r r , r r r r•r `r • r r ..r• r Geotechnical Services Are Performed for • elevation,configuration,location,orientation,or meirght of the Specific Purposes, Persons, and Projects proposer!structure, 4r Geotechnical engineers structure their services to rneet the specific creeds of • composition of the design team,or, their clients.A geolechnical engineering study conducted for a civil engi:- • project ownership. veer may not fulfill the needs of a construction contractor or m,-en another civil engineer.Because each rdeofechnical engineering study is unique,each As a general rule,alvvys inlonrm your engineer of project geotechnical engineering report is unique,prepared sulelyfor the client,No changes---even rrunor ones—and request an r ss:ssirient of their impact. ore except you should rely on your geolechnical engineering report without Gavixhniall errg rre6�;s n, o+wept rOsPs nsfbr��r�. ja�t Wr'4!lar prab; ns first conferring with the geotechnical engineer who prepared it,And,no one that oscurbecause their repods do nol cu` idar develgp,axmls of which ---,got even yuy—should apply the report for any purpose or p,oja f the were not infoaned. except the one originally contemplated SulrsuPface Conditions Can Change Read the full Repoli*t A geotechnical engineering report is based on conditions that existed at err Serious problems have occurred because those relying on a gaotechnical the time the study was performed.Do not rely on a geotechnical engineer- engineering report did not read it a f.Do riot rely on an executive surnmary, ing resort whose adequacy may have been affecled by:the passage of Do not read selected elements only, time;by man-made events,such as construction an or adjaroant to the site, or by natural events,such as floods,earthquakes,or groundwater,lu tua- A GeotecliniCal Engineering Repo Pt 1s Based an cars_Always contact the yeotechniral engineer before applying the report A !Unique Set of Project-Specific Factors to determine it it is still reliable.A minor arr�or nl of additional testing or Geolechnical engineers consider a number of unique,project-specific fac- analysis could prevent major problems. rr tors when establishing the scope of a study.Typical factors include:tine client's goals, objectives,and risk management preferences;the general Most Geotechnical findings Are Professional nature of the structure involved,its size,and configuration;the location of Opinions the structure on the site;and other planned or existing site improvements, Site exploration identifies subsurface conditions only at those points where such as mess roads,parking lots,and underground utilities.Unless the .subsurface tests are conducted orsampies are taken.Geotechnical engi- geotechnical engineer who conducted the study specifically indimles oth_ veers review field and laboratory data and then apply threir professional erwis%do not rely on a geolechnical engineering report that was: judgment to render an opinion about subsurface wnditions 1hroughoul the nr • riot prepared for you, site,Actual subsurface conditions may di her----ssorrrelinies sio,Zitanly---- • not prepared for your project, from those indicated in your report.petai,oing the geol l-rrrical engineer � • not prepared for the specific site explored,or whw developed your repast to provide construction observation:is the �r • completed before important project changes we-e grade most effective method of managing the risks associated with unanticipated conditions. Typical changes that can erode ftre reliability of an existing geolechnical engineering report include those that affect: A Rep rtes Recommendations Are Not renal .rr the',,unction of the proposed structure,as when i''s changed ironn a loo not overrely on the construction recoinrnun(Jati<ons included in your. Parking garage to art office building,or frorn a light indusirial plant report Those recommendations we:rcpt fi;,;at,because geotechnicaf elgi- to a refrigerated warehouse, ne?is develop there principally from judgr erif and opinion,Guotechnical engineers can finalize their recommendations only by obseRiing actual � ...... .. -- ._.._ .—........u_ ww.�_......�_ _. mm _w. .,_.._......._ ........._ ..._. � rtr +r(it subsudaca conditions revealed during construction. Ir1e rGeote hnia3l have led to disappointments,claims,and disputes.To help feduce the risk engineer who caveloped your repod cannot assume r6sponsibili4,or of such oulmmes,geotechnical engineers commonly include a variety of liability r0r the report's recurnMeridations if that errtgine-er dues not pe iofm explanatory provisions in their reports.Sometimes labeled°lirnitalions° construction robse+'1 Yoe many of these provisions indicate where geotechnical engineers'responsi bi lities begin and end,to help others recognize their own f pti ssibilits;s A Geotechifical Engineeping Rcpapt Is Subject to and risks.fitead these provisions closely.task questions.Your geotechnical do I osinterppetafion engineer should respond fully and frankly. l Other design team na,-nb°W:rs`misirstirpretation of gewtcr.hnic:a'engineering reports has resulted in costly problems.Lotter that risk by having Your geo- Geoenviponmental Concepn s Ate Not Coveped lec yrdeal engineer confer with appropriate members of the design learn after TI ie equipment,techniques,and personnel used to performs a ge�entdron- subrrhing the report.Also retain your geotechnical engineer to review perti- mental study differ significantly from those used to perform a geofechaiml neat ele€hants of the design team's plans and specifications.Contractors can study.For that reason,a geotechnical engineering report does not u suatly also misinterpret a geotechnical engineering report.Reduce that risk by relate any geoenvironmental findings,cond signs,or fiecommendatiofls; having your geotechnical engineer parlicipate in prebid and preconstrucrion e.g.,about the likelihood of encountering underground storage tanks or conferences,and by providing construction observation. regulated contaminants, Unantici pated have led to numerous project faitures.ff you have not yet obtained your own geoeri- Do Not Re w the Engi81e&S Logs vironmental information,ask your geolechnical consultant for risk man- Geotechnical engineers ptepi}e final boring and testing lags used upon agement guidance,Da not reiy can are environmental tap rrt prepare tern fheir interpretation of field logs and laboratory data.To prevent errors or sorneone else, omissions,the logs included in a geotelhnical ang£neering report shoi.ld never be redrawn for inclusion in architectural or other design drawings. 0bt9 P0099i6h l Assistalfigif TO teal Wifit MET` Only photographic or electronic reproduction is acceptable,but recognize Diverse stratc4es Lin be applied during building design,construction, that separatibq logs rr om the i epoll can€bowie r,-,k operation,and tmalntenanc to prevent significant amounts of mold from growing on indoor surfaces.To be effective,all such strategies should be C Ue Cont ctpps a.Cpmple e R p" Clio devised for the exprga purpose of-mold prevention,integrafed into a corm- Guldnncc prehensive plan,and executed with diligent oversight by a professional Some owners and design professionals mistakenly believe they can matte mold prevention consultant, Bemuse just a small amount tail water or contractors liable for unanticipated subsurface conditions by limiting what moiAre can lead to the rlr vnl rp,ree rf of severe mold infestations,a nano._ they provide for bid preparation.To help prevent costly problems,give con- bcr of mold prevention strategies focus on keeping building surfaces dry, tractors the complete geotechnical engineering report,but preface it with a While groundwater,water infiltration,acrd similar issues may have been clearly written letter of transmittal,In that letter,advise contractors that IN addressed as mart of the geotechnical engineering study whose firstlings relaorl vans not prepared for purposes of bid development and that the are conveyed in-this report,the geotechnlcal engineer in ;l-iarcue of this report's accuracy is limited;encourage therm to confer with the geotechnical project is not a mold prevention consultant;none of the services per- engineer v+ho prepared the report(a modest fee may be required)and/or to formed in connection with the geotechnical engineer's study conduct additional study to obtain the specific types of inlorrnation they were designed or conducted for the purpose of mold proven__ need or preier.A prebiid conference can also be v�aiisalile.Be"sure contrac- tion, proper implementation of the recommendations conveyed tors ha v�,sufficient fine to perform additional stuffy.Only then might you in this report will trat'of itself be sufficient to prevent did fro be in a position to give contractors the best information available to you, grovlring in or an the structure involved. while requiring these to at least share some of the financial responsibilities stemming from unarilicipated conditions. Rely, on Youp ASFE-Member Geotechnicial Englneep far Additional Assistance Read Responsibility Ppoir signs Closely Membership in ASFEJThe Best People on Earth expos-es geotechnical Some clients,design prolessionals,aid contractors do not recognize that- engineVis In a wide array of risk management technique that can be of - geotechnical engineering:is far.less.ex°act than other engineering,disc .genuine beftefit for everyona invtslvc.'di with a construction project.Confer plines.This lack of understanding has created unrealistic expectation`;that with you ASFE-meat rber geotechnical engineer for more information. ASFEE Ike Best Fec6le as Earth 8811 Oolesvitle Road/Suite GIN,Silver Spdrig,MD 20910 iefephona 301f555-2733 Far-sim jle= 3011589-2017 e-rs iL' info @asfe.org wNw=.asie.org Copyright 2i>b'r4 by.kStE,lrr- Duo than,revroductiorr,or ropying of this accument,in whole er in part,by any means whalSoeve is stri,11),prohilbitet exeunt with ASFE`s spec€=+s€ nv,en permission Exce,,ptin;,avoting,or 01ha vise extracting wording from this docufnent is penni,ted only with the expo ess written permission of ASFE and only'for else Purposes of schofariiy research or kook review,only members of AStE may use this document as a complement to or as an eremerf of a geotectinkaf e.ng4wring repo, Airy anion rjomz indiyaduat,or other entilly that so uses this axtrment without tieing an ASFE member could be came lginct negligent or intenPanaf(raaudulent)antra ores ernatiorr. IIC�fr;'6;3rr5,G',»A 11111 e 1 i l i i � PUMP HOUSE � INFORMATION 1 1 E 0 i F E +rw rrr Ex. Hot Tub Garage 8,_4„ 66" Double Doors New Pump House Ex. Tree QO Motor a I Pump �- Filter Heater cC L rrCU V O o Ex. Gas Meter Ex. Vent Ex. Electric and Line Riser Line Appx. Edge of Discharge to Exposed Agg. Slab New Side Sewer Ex. Pump House 0 1' 2' N Scale: 1 2' New Pump House " = Conceptual Layout am vi THE Watermi1I so N C. - •j. Pools & Seas S'lles,Service& Supplies Contractors License#WATER*199DL Electrical License#WATER**991 PQ June 30, 2008 John Schuster 2217 Dayton Ave NE Renton, WA 98056 Pool Filter abd Heater Replacement Option #1 Current work order#5963 Service call & labor since 06/25/08 $ 70.00 TR60 Filter $ 737.95 Multiport $ 214.95 r. Filter Media $ 113.70 Ray-Pak Heater(206btu Gas) $2016.95 — Draft Hood $ 98.95 i Stacking $ 399.95 Misc. Plumbing $ 300.00 Labor $1392.00 Removal and disposal 928.00 Sub Total $6272.45 Tax 564.52 Total $6836.97 Note: This estimate is for installing a new filter with media, new multiport for filter, new heater with indoor draft hood and proper stacking. This also includes the removal and disposal of the existing filter and heater. The customer will be responsible for the construction of a new shed around the new equipment that is at least 30" above the heater height and gives 18" clearance around new equipment. Any additional repairs beyond the above mentioned will require a new estimate before the work can be completed. Option #2 Note: This portion of the estimate would be for the relocation of the ow existing equipment to a different location. This bid would be for time and materials, but can not be determined until the new sewer line is completed by the city of Renton. Our technician would need to come back out to review where the equipment could be relocated and what if any problems the large tree would cause for the replumbing. 4017 Lake Cho f" � - -. � ,':.�' �.,.,.,_ _+ _'c, SSE°` °+'.. «.;�➢i: i gg1� a, ow T� iIhon (06)3 6 7 03 fk:k i206 'Z'c"' /p .�•e ___ ..4 ... e:. .#I glg.F�'�"< +r. Electricians that have worked on the Pump House: Reinhart Electric 425-251 -6262 Renton, WA MA .W W rrr Example LUMBER RAGE SHEDS 9 W11 rx � ue Cedar } '7 :T d 1y4 r i a Sheds d h� s 7 e � �j +ti 5 x .VI ML�i dw V #Kith Shelves IVorkbench, hy` and Windows= A//cedar exterior Complete, pre-cut & ready to assemble* Convenient 66" wide double door design 10' wide by 12'deep Easy to assemble Also Available: Without Cedar Shingle *Some trimming required +w► +rw �r Star Cedar Sheds: Deluxe Shed Page ] of 2 i" Example rrw Starting at: $1,749.00 Deluxe Cedar Shed rrr Our Deluxe Cedar shed features cedar bevel siding, x sturdy 2x4 construction, is engineered to withstand rain snow and wind. The all cedar exterior and exclusive, easy to apply cedar shingle roof panels mean your shed will look great and last for years, plus your shed can be stained or painted to match your home. Included In Your Kit rrr Your kit comes complete with all the lumber you ' =? need to build your shed as quickly and easily as possible. �' • �i fI'<<lYi1�Il�� li l i?JJ<�, ?! lil£at;rl�i.'1 l! 'fi' tSll 1`?l * ( --lai` Facia arstl l r".7 hoards i akeriown5- ( c l�?r Shin-0c hoof l'anels l Unetional i 1�'i,t i'et, Please Choose: * l ;e-I„?iit Tort Lue & (rro{ ve doors * 00*' \bide 01)cnin g l)(u'Nc Door Design Size r 8'w X 6'd($1,749.00) * Ilressure trcaicd 4\4's (car foundation 10'w X 8'd($2,299.00) �Il hard +-ire and ?i t f sr assemhl\ r w X 12'd $2,499.00 * l tilt le=r ,��r;# 8' ( ) V1oteri,l' chI :Ckh'!: & 0elallcd in tructio[Is ]0'w X 12'd($2,599.00) *Some cutting of siding and facia is required. 10'w X 16'd($2,999.00) **RAMP NOT INCLUDED Items in stock will ship Tools/:Materials Needed NEXT BUSINESS DAN if ordered by loA.Nl PST The following tools and materials are sold separately and if needed, are available from your local hardware retailer. .Additional Photos (Click to F:rnlarge) * onMet:: JhCA flock ..._y, � .. III•"�' a � Mftp://www.starcedarsheds.com/products/DeluxeCedarShed-268.htmi 07/09/2008 Star Cedar Sheds: Deluxe Shed Page 2 of 2 Example Saga !:u �r S.amhlc �'fanuals I The following manual(s) are provided as samples only. The actual manual for the product you buy .' may vary. 8x6 Manual WO ION 12 il1anual if i er inr+>e lar"er imaL}e alY a iarL�eT ima_�c +w Need Help?Call us at 1-888-659-1832 or e-mail Cusionier_Servi_ce. vtr !rlyment types accepted: Copyright©2008 Star Lumber Site Design by Re\e;tI O 61SA �- Zen Cart customization by Freelock ('ont4 art rf�s art +�r all Yfftp://www.starcedarsheds.com/products/DeluxeCedarShed-268.html 07/09/2008 a e c i � SITE PHOTOS 0 E E i b 6 1 i f 2302 Camas Ave, Looking SE Juniper Trees Large Firs " � r h 0 2 . • �� App_x. New Pipe pe Looking SE, approx pipe route a[ Appx. New .., Pipe .. .U6' -iw.eY .k. yl' •..d. Toward CB-2 w 2302 Camas, backyard, looking SE V'!•xrr, Appx. CB-3 New Pipe e , Backyard Looking E .�. Ip b Remove CB-3 Fence of 0j: 2302 Camas, backyard, looking NW hr- t- r. Appx. New Pipe toward CB-2 $ 6 7 a . r 11112, n [) o 2 PP, 2302 backyard, looking E toward CB-4 Protect • 8' Fence S Appx. .. , CB-4 Ex. Rockery ` If Y Dayton Ave NE, looking SW • - rs Protect Remove 8' Fence m A 1 ` Appx. ., From From CB-6A • ! • Sallow 02. NO 2217 Dayton Ave NE, looking W Protect Appx. Ex. 8' Fence Pump House IL s k : � y � yT�Y♦ � •� � . yr' .� � �•,` •@++ 3 F i,rs ehind nce I I 01 . 25 . 2008 F i r, 24" A x CB-10 IRIS PP . . . . . ♦ r 1 ' ,• R 4♦rY' .iip•.� Remove 6'Fence r. Rebuild i -.. . 04. 1 . 2008 :Z from CB-9 } Pump House, South Slab Ven# �i Electr Riser Riser Gas Meter f . To Be fernoveI Existing Pump House . 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CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. rf 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. to 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. so r SANITARY SHALLOW MANHOLE TYPE B ICY p ADOPTED +1w GO+ CITY OF RENTON STANDARD PLANS 6 LST DATE:04/04 110/17/961 EDITED NOTES DCV AG ow 3/8/95 EDITED NOTES DCV AG DATE REVISION I BY APPR'D DWG. 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CL m h 1O h �O +�r Z---N v =s =s v4 DD \\ =a =a 0=r, Q X O Oa 0 O+ O 0 m O L S L S yr N a) i u) E )n m - 0 m 6 O O d L A M L+ O 0 # a -C 00 O N ID N 0 N L O C 3 L m wo ~ m a M C M M + a aw low catch basin products - : ow Curb Inlet Type 26M Reinforcing ASTM A-615 • All components I,z IhL � 43 grade 60 reinforcing 6 Inch Riser �.r ■ 300lbs / 32" 12 Inch Riser 22" au 800 i'bs .' / �' �..�� • J6" RISER Precast Base �J Base unit has four-way knock outs provided for pipe entry 11 00 ibs ^ 11/2 inch hole on each side for handling Conformity Standards Washington State APWA/WS DOT Standard �. Specifications Modified 36 .�'.\ 32" 12"RISER 30" 26" 22 iJ vAr i uwr Note:drawings not to scale , . L «0 cI l� A Shope Enterprises,Inc. (253)848-155'1 1-B00-422-7560(roll Free-WA only] S !! 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A536, CL 80-55-06 117 3/4 X 23 3/4" 2-WAY VANED GRATE ..� APPROXIMATE WEIGHT: 75 LBS. RATING: H-20 PART NO. SM50 2VG a 0 r- FW- W O rr O T Q H m Q w W W (n ars d CaW d ° Z J H U Ga Q Q O W O Q z a W H Z a O Q H W W E- n W ° Q ° °U W O x x Z � F- N W Q Cdr, 7 z o w co W O ° r7 a m1 NO UQ � OLL1� W 0N4 V) z a�N W � Q w OF w U- mLL z cnU 0 Lr) O Z W°K o < Z � N cznZOw ov Ocpw U W a}0 oa � -i \ Opera W W LO Q JO U W d Clt^ Fe M O w O ,,, ) w d a rz Wi ° ~ cn' U � � zNZOW m ��0 O C7 dci n L'i cn COm�Q m (r Uw > Q QO Ctf � VU( m. m QC7Q �� _LLI Q \w °m n- w1: wz O a A ° WNJ 00 � Q J ~' Q0 OO � z �` Z r~ � QmW= W wpz � zW � ,N,� z J U m F- m U w U O O rJ + 4 0 _ � W J '> J O U Z I W W a � Jcn F- a � QOU � — LL— mU U 7Y11 a 1: mO NQ� ~O Q (n � °° L QF- QO QUmmzZzc) Q � � UcnZ W W r W W f- (n D WZO O d CD 2° ZZ � CD f- JF- JJQQ JzQ cn cn a �w nZV � Frz � zOfz � � =m < � Z � — > ° z W W w w m vi Q o w Of w - �m� Q C Q W W — O WLJOJ QQ. 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