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'�`., `Z*rr .,, 'n s;- x a '`)r '' t _ 3y a£ >'K.i.,`rma g-' ,a r s,�5„39ia,a ya . 1 ' a w i � 1, ,fl, `a c -'k ¢ t ,,,,,� r s �� t %„,I,-'i sf `lll,t " x ” �s , a z _ ..,.<. �,� ., , '.r s"".. ..�, zk r�. ., 4 . � .. wr �r CONSTRUCTION, INC PO Box 845 Enumclaw, WA i 98022-0845 r� Office:360-825-9797 Fax: 360-802-9797 License: HOFFMCI931D9 CONTACT LIST FOR HOFFMAN CONSTRUCTION INC Randy Hoffman—President/Treasurer PO Box 845 Enumclaw, WA 98022 (360)825-9797—Office (206)423-1261 —Mobile/Emergency randyghofcon.com Brad Hoffman—Vice President/Job Foreman PO Box 845 Enumclaw, WA 98022 (360)825-9797—Office (206)423-1265 —Mobile/Emergency bradghofcon.com �r Karen Hoffman—Vice President/Secretary/Office PO Box 845 Enumclaw, WA 98022 (360)825-9797 - Office karen@hofcon.com Tom Duren—Hentschell & Associates (Insurance Agent) One Pacific Building 621 Pacific Ave., Suite 400 Tacoma, WA 98402 (253) 272-1151 —Phone r.. Holly Ulfers—Kibble & Prentice (Bonding Agent) Two Union Square 601 Union St., Suite 1000 Seattle, WA 98154 (206) 695-3106 - Phone •r rrr rw .r� DEPARTIMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LA1,►r`AS CONST CONTR GENERAL REGIST.4 EXP.DATE Ccol, HOEF-S4CI93ID98/111'012 EFFECTPvTDATE '3r`2M007 :z HOFFMAN CONSTRUCTION NC P ' PO BOX 845 ENUMCLAW AtA 98022 4 err r rr �r rr �1 iPPL i ED FOR I NSE RT WOEN TS.SUED S.eX1 t- ori �dti �0 ac�.c�re53 low r D Iof APPLICATION FOR CITY OF RENTON BUSINESS LICENSE QA-O FILL OUT THIS FORM COMPLETELY INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED 4� r f� OUT OF CITU BUSINESSES GE loc un Busine Business License Expiration Date Hof: City of tic'` °�. Annual 07/31/2011 .�+ 276.' ' Enw 1055 South Grady Way Renton, WA 98057 (425)430-6851 .. Telep' Mailin Business Location Issued Date: License# PO 27633 SE 400TH WAY 08/01/2010 BL.025065 ■r ENUMCLAW, WA 98022-7725 Enut Licensee has applied for a City of Renton business Have) license in accordance with Renton Municipal Code (the I Is yow HOFFMAN CONSTRUCTION INC Code), Title V Business, Chapter 5 Business Licenses. (if PO BOX 845 The Licensee agrees to comply with all requirements of Are yc ENUMCLAW, WA 98022-0845 the Code, as well as State laws and regulations Date E applicable to the business activity licensed. r� EmerE Bra ----------------------- ---------------------------------- � -------------------------------- - .. Business License Fees: 1. Total hours estimated for 1 full year from date business is to openJthls includes all 1, 800 hours,including owners hours) 8 .9375 ,., 2. FTE Calculation: Line 1 divided by 1,920 $ 51.56 3. FEE Calculation: Line 2 x$55.00 $ 55.00 4. Minimum Fee:(if line 3 is below$55.00,please pay the minimum$55.00) .. 5. Business License Fee:Greater of Line 4 or Line 5: $ 55 .00 E:- tify that the statements and information furnished by me on this application are true and complete, to the best of myI acknowledge that the statements and information furnished by me on this application are public records and are availablespection pursuant to State of Washington RCW 42-17-260. ----- SIGNATURE- '- , Date: 07/29/10 Print Name: Karen Hoffman Phone: (360) 825-9797 Title: Vice President Return Completed Application with City of Renton License Division Fax ne:425 425-430-6851 payment to: 1055 South Grady Way Renton,WA 98057 F.OR°`OVF1% USE ON.GY ".. SIC TVAiCS' i'atcel if# Applitatlnn# ATihount_ How Paid Date DC/FISbi-03 2/10 40 +rr CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS r� for the Union Ave NE / Duvall Ave NE Storm System Repair Project PROJECT NO. SWP-27-3146, 3350 July 2010 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS ' J. ST O' o�w SS�ONALZ i/i o EXPIRES to11812oi/ ---� CITY OF RENTON 1055 South Grady Way Renton, WA 98057 rrr ® Printed on Recycled Paper rr+ CITY OF RENTON Union Ave NE /Duvall Ave NE Storm System Repair Project SWP-27-3146, 3350 CONTRACT DOCUMENT TABLE OF CONTENTS ■r Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Location, Vicinity Figure Instructions to Bidders rr 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 •3Fair 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 CITY of RENTON SPECIAL PROVISIONS r WSDOT Amendments Survey Control Network, Surveying Standards, and Monuments Traffic Control Information ar Site Photos Standard Details Construction Plans (reduced 11 x 17) tw 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. rr * Submit with Bid ** Submit with Bid or within 24 hours of bid ❖ Submit after Notice of Award CITY OF RENTON Public Works Department 9rr 02-Contents.D00 rw W CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 3229 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic background, gender, marital status, religion, age or disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non- discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: r (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job-related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal Employment Program will be maintained and administered to facilitate equitable representation with the City work force and to assure equal employment opportunity to all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer, department administrators, managers, supervisors, Contract Compliance Officers and all employees to carry out the policies, guidelines and corrective measures set forth in the Affirmative Action Plan and Equal Employment Program. (4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and in the City's ow Affirmative Action Plan and Equal Employment Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation ow 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. CITY OF RENTON: RENTON CITY COUNCIL: N(ayor Council President rr l. est: \ City Cler err 03-Summary-FairP.DOC\ ■r r CITY OF RENTON SUAALW OFAMF.RICANS WNHDIS4BITIT'IESACTPOLICY ADOPTED BYRESOLU770NNO. 3007 _ ow The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection,promotion,termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WrM 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 WITH DISABILITIES ACT POLICY-The City of Renton Americans �.. With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and r programs for people with disabilities. Copies of this policy shall be distributed to all City employees, shall appear in all operational docurnentation of the City, including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City ofRenton, Washington, rr this 4th. day of October 1993. CRENTON RENTON CTIY COUNCIL: No7 L e - Mayor Council President wr Attest: City Clerk aw so CITY OF RENTON Union Ave NE / Duvall Ave NE Storm System Repair Project aw SWP-27-3146, 3350 aw SCOPE OF WORK ON The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: t` • Removing existing curb, gutter, sidewalk,planter, trees fences and landscaping. g. • Removing and relocating signs and mailbox. `w • Installing 69 LF of new 36-inch storm line, 60 feet of new 24-inch storm line, and 1 catch basin. • Making connections to the existing storm system. • Installing new curb, gutter, sidewalk, and driveway. • Restoring landscaping. • Removing and restoring asphalt pavement. +.r The estimated project cost is $90,000 to $100,000. A total of 30 working days is allowed for completion of the project. irr 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. trr dw wr . wr r. 04-SCOPE-WORK.DOC\ +rr +r .r Lake Washin a� Z W Z Q RENTON NE h w T / NS Ow to Project Vicinity Duvall Ave Ne, Union Ave NE 0' 2000' Storm System Projects I I �r NScale; 1` = 2000' City of Renton Surface Water Utility SO D. Carey 6/09 w. ■ +rr aor err Ow RD r W aw NE 6th St E th Q c� 0 goLL 'Ject � � Du II ve Pro t Loc tion N E 4th St Project Location Duvall Ave NE, Union Ave NE +�+ Storm System Repair Project 0' 400' N ' ' Scale: 1" = 400' City of Renton Surface Water Utility D. Carey 1/07 Ow r. INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. 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. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. o.r 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be.issued. wr 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. w. 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 ow 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. r. 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. .w 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. wrr 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. *W 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 wo each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so,the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability w. 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. rrr Revised:04/06 bh 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. a, 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage. 16. Basis For Approval +rr 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 No 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. w.r 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 «r 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 Ws 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. W Revised:04/06 bh MW „„ 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, waw 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. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. �r 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. 1W ❑ 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? �.r ❑ 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? wrc ww wr Revised:04/06 bh +� CAG-10-084 W CITY OF RENTON CALL FOR BIDS Union Ave NE /Duvall Ave NE Storm System Repair Project SWP-27-3146, 3350 Sealed bids will be received until 2:30 p.m., Tuesday, July 20, 2010, at the City Clerk's office, 7`t' floor, and will be opened and publicly read in conference room#521 on the 5`i'floor,Renton City Hall, 1055 South Grady Way, Renton WA 98057, for the Union Ave NE / Duvall Ave NE Storm System Repair Project. The work to be performed within 30 working days from the date of commencement under this contract shall include, but not be limited to: �r Removing existing curb, gutter, sidewalk, planter, trees, fences, and landscaping needed for construction. Removing and relocating signs and mailbox. Installing 69 LF of new 36-inch storm line, 60 feet of new 24-inch storm line, and 1 catch basin. Making connections to the existing storm system. Installing new curb, gutter, sidewalk and driveway. Restoring landscaping. Removing and restoring asphalt pavement The estimated project cost is $90,000 to $100,000. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available July 6,2010. Plans, specifications, addenda,and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com'; "Posted Projects", "Public Works", "City of Renton", "Projects Bidding". (Note: Bidders are encouraged to"Register as a Bidder,"in order to receive automatic email notification of future addenda and to be placed on the`Bidders List.") Questions about the project shall be addressed to, Daniel Carey, City of Renton,Public Works Dept., 1055 Grady Way, Fifth Floor, Renton, WA, 98057,phone(425)430-7293, fax(425)430-7241. wr A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices,Non-Discrimination, and Americans with Disability Act Policies shall apply. _64-�c.� %J wQ,Q e&r'-, Bonnie L Walton, City Clerk Published: Daily Journal of Commerce July 6, 2010 Daily Journal of Commerce July 12, 2010 G �„. I - BID SECTI.ON i Union Ave NE/Duvall Ave NE Storm System Repair Project SWP-27-3146,3350 1 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 trust be signed. In the event another person has been duly autborized to execute. +� contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. *Proposal and Combined Affidavit&Certificate Form: Nott-Collusion,,Anti-Trust Claims; and Minimum Wage Fort *Bid Bond Foam *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 For Bid Item Descriptions see Special Provisions Section 1-09.14. ,. 23 Bidder's Checklist; 51 It is the responsibility of each bidder to ascertain if all the documents listed on the attached index areincluded 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. 22Have you submitted, as part of your bid,all documents marked in the index,;as"Submit With Bid"? ® I-las 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? 3 Has the proposal been signed?' .rr R Have you bid on ALL ITEMS and ALL SCHEDULES? 21 Have you submitted the:Subcontractors List(If required) 19 Have you reviewed the Prevailing Wage Requirements? irr Have you certified receipt of addenda,if any? r aw w 08-BID-Scotion,DOC1 vft'Bd to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale �r Proposal-Page 1. r CITY OF RENTON Union Ave NE/Duvall Ave NE Storm System Repair Project SWP-27-3146,3350 PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: r 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 i improvement,and the method by which payment will be made for said work,and hereby propose to undertake E 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: err (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: �r. NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says,that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named,and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATIONRE: ASSIGNMENT OT 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 tinder this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1,the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, 1 will pay each classification of laborer, workman, or mechanic employed in the FWided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Proposal-Page 2 r► performance of such work; not less than the prevailing rate of wage or not fess 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 ;rr Hoffman Construction Inc . Name of Bidder's Firm Printed Name �Q,✓ �- v, Signature f Po Bo 845 Address,-Enumc 1 aw,, WA 9 8 0 2 2 r Names of Members of Partnership: OR Name of President of Corporation Randy Hoffman Name of Secretary of Corporation Karen Hoffman Corporation Organized under the laws of Washington With Main Office in State of Washington at 27633 S E 400th Way, Enumclaw, WA 98022 Subscribed and sworn to before me on this ( day ot�,20,0 ,, /� -/-),j J(17, Notary Public in and for the State of Washington '1 ���11uui+iiu�i err ����•\\�� P M.C�O�" % Notary(Print)l��G /7 '7r` J�IC� X Oo ..• �i1SSIor)* �i� �- :'CNOIA/?y��o: _ My appointment expires: N'. '°UBLIC �� ��%9�F�6:�5-203••'�����`�\ dirt P"vided 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$ Bid Bond which amount is not less than five percent of the total bid. Hoffman Construction, Inc. Signature Know All Men by These Presents: That we, Hoffman Construction, Inc. as Principal, and Merchants Bonding Company —as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Five Percent (5%) of the Total Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, j 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 wr Union Ave NE / Duvall Ave NE Storm System Repair Proiect according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages,the amount of this bond. .rr SIGNED, SEALED AND DATF.D THIS 8th DAY OF July ,2010. Hoffm Co str i n, C. By: 4W Principal Merchants Bondin Compa4y B -- y� SUIC y onny Smith, Attorney-in-Fact Received return of deposit in the sum of$ i ro 1 t w 10-BidBond.n0C\ Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rr MERCHANTS BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, Willconstituted and appointed,and does by these presents make,constitute and appoint Holly E.Ulfers,Steven W.Palmer,Mary A.Dobbs,Heather Allen,Roxana Palacios, Bonny Smith,Noell E.Marks i, of Seattle and State of WA its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of "lowsaid Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II, SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery, of any bond, undertaking, '• recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 11th day of February, 2010. rw \NG �O•'• MERCHANTS BONDING COMPANY(MUTUAL) •CIO?OAP09 •:°q• 1933 c: e y STATE OF IOWA •••.. ;•.•' President COUNTY OF POLK ss. On this 11th day of February ,2010 ,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the e11 Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first y above written. CINDY SMYTH �. rr - Commission Number 173504 uw My Commission Expires March 16,2012 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is +wr still in full force and effect and has not been amended or revoked. I k In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this f day off,C� jcjlo •••.......• ;0o�oaP09 .Aq• 'a'• 1933 Secretary y • •fib. POA 0001 (1/09) ��Jb�'iy'' \1�:• •. u r w rn CITY OF RENTON Union Ave NE/Duvall Ave NE Stormy System Repair Project j SWP-27-3146, 3350 �+ ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA NO. 1 DATE: July 6, 2010 NO. DATE: NO. M DATE: — NO. DATE: NO. DATE: .r. SIGNED TITLE: President NAW OF COMPANY: Hoffman Construction, Inc ADDRESS: PO Box 845 CITY//STATE/ZIP; Enumclaw, WA 98022 TELEPHONE: (360) 825-9797 rr rr aWrovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST 'Union Ave NE Dtivall Ave NE Storm System Repair Project SWP-27-3146,3350 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 S 1,000,000: A. There are no subcontractors proposed whose subcontract amount exceeds ten percent(10%) of the contractprice. N/A: Our bid does not exceed $1, 000, 000 . 00 . Name: Rand v H<ffEman /I z Title. President Signature: B. The following subcontractor�8) subco' r/act amount exceeds 10 percent of the contract price: (list subcontractor and bid Item) Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. Bid Item(s) Subcontractor Name Address Phone No. State Contractor's License No. h:\fjlc sys\s,,),p-surface water projects\swp-27-surface water projects(cip)127-3350 duvalt ave-union ave repair\1605 final specs-start old dayton specs\13-subcontractorlist.doe Revised 7/2002 "Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale r. Addendum 1 rr CITY OF RENTON Union Ave NE/Duvall Ave NE Storm System Repair Project ADDENDUM NO. 1 Date Issued: July 6,2010 Date of Bid Opening: Unchanged NOTICE TO ALL PLAN HOLDERS The Bid Documents for the project are modified as described below. Bidders shall incorporate this Addendum into the Bid Documents. Failure to do so may subject the bidder to disqualification of his bid. Bidders shall acknowledge this Addendum by signing the Acknowledgement of Receipt of Addenda form in the Bid Document, or by signing this Addendum,and submitting either form with the bid. THE BID DOCUMENTS ARE MODIFED AS FOLLOWS: The City has modified Plan Sheet 1 and Bid Item#10. Replace the following parts of the bid document with the new pages. PLANS: Remove Plan Sheet 1. Replace with Addm#1 Plan Sheet 1. SPECIFICATIONS: rr Remove the Schedule of Prices. Replace with Addm#I Schedule of Prices(4 pages). Special Provisions Section 1-09.14(1): Remove Bid Item 410(pages 8,9). Replace with Addm#1 Bid Item#10(pages 8,9)(2 pages) .D - -16 Daniel Carey,PE,fProject Manager, Surface Water Utility Ph#425-430-7293 rr ACKNOWLEDGEMENT CEIPT OF ADDENDA SIGNED: ' , TITLE: Pre dent �r NAMEOF COMPANY: Hoffman Construction, Inc. rr rr 00-ADDENDUM-1 BidItemlOMM morovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale rrr 1 - BID SECTION Union Ave NE Duvall Ave NE Storm System Repair Project SWR-27-3146,3350 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. • *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) err Submit with Bid Submit with Bid or within 24 hours of bid For Bid Item Descriptions see Special Provisions Section 1-09.14 23 Bidder's Checklist 9 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 in issing documents prior to bid opening time. 122 Have you submitted,as part of your bid,all documents marked in the index as"Submit With Bid"? N I las bid bond or certified check been enclosed? W Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? 2 Has the proposal been signed? 2 Have you bid on ALL ITEMS and ALL SCHEDULES? 3 Have you submitted the Subcontractors List(If required) V Have you reviewed the Prevailing Wage Requirements? L9 Have you certified receipt of addenda, if any? rr 08-131D Sccdon.DOO 17,0vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale err CITY OF RENTON Addendum#1 SCHEDULE OF PRICES Union Ave NE/Duvall Ave NE Storm System Repair Project (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. *Note: Show UNIT PRICE and TOTAL AMOUNT In figures only. ITEM ITEM WITH.UNIT PRICED BID APPROX. UNIT PRICE* TOTAL AMOUNT* NO. QUANTITY Dollars Cents Dollars Cents SCHEDULE A-Duvall Ave NE 1 Mobilization 1 ^$3,400.00 $3,400.00 LS Per LS 2 Construction Surveying, Staking,and As- 1 _$1100Q.Q0 $1,000.00 Built LS Per LS 3 Traffic Control 1 _$1,000_00 $1,000.00 LS Per LS i 4 Temp. Erosion and Sediment Control 1 _ ._$40D.00- $400.00 LS Per LS 5 Trench Excavation Safety Systems 1 _ 35-00.D11 $500.00 LS Per LS r. 6 Temporary Stormwater Bypass 1 - -$400.00 $400.00 LS Per_LS I 7 Pothole Utility1 _ 3OO.QQ $300.00 LS Per LS 8 Remove, Dispose of Day Care Sign, 1 w. Curbing, Planter LS $Per LS $400.00 9 Relocate Daycare Sign and Mail Box 1 _ .$25D.D0_ $250.00 LS Per LS rw Protect,or Remove and Reinstall, 10 Junction Box,Conc. Pad 1 _ 24_510.01D $450.00 LS Per LS 11 36-Inch Dia.CPEP Storm Pipe 69 _ _$105.05 $7,310.55 LF Per LF i 12 8-Inch DI Dia. Storm Pipe 15 _ $57_30_ $859.50 LF Per LF 13 Catch Basin-Concrete Inlet 1 — _$7_0_0-_00_ $700.00 EA Per EA 14 Core Drill for New 8-Inch Pipe 1 _ .$44-0.QQ $440.00 EA Per EA 15 Connect New 36-inch Pipe to Existing CB 2 _ $312.50 $625.00 EA Per EA rr Schedule of Prices Page 1 of 4 r "'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ' CITY OF RENTON Addendum#1 SCHEDULE OF PRICES Union Ave NE/ Duvall Ave NE Storm System Repair Project (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. 'Note: Show UNIT PRICE and TOTAL AMOUNT in figures only. ITEM ITEM WITH UNIT PRICED BID APPROX. I UNIT PRICE• TOTAL AMOUNT* NO. QUANTITY Dollars Cents Dollars Cents 16 Import Trench Backfill 54 _ Sam_ $1,566.00 Ton Per Ton 17 Quarry spalls 15 — $3235 — $485.25 Ton Per Ton 18 Sawcutting 280 _ $� Q _ $308.00 LF Per LF 19 Grind or Remove Asphalt Pavement 250 _ _$3.10_ _ $775.00 SY Per SY I 20 Crushed Surfacing 50 _ -$28_00_ $1,400.00 Ton Per Ton �. 21 Hot Mix Asphalt(HMA)Class 1/2" 30 _$-180.40_ $5,412.00 Ton Per Ton 22 Remove Concrete Curb,Gutter,Sidewalk 4 - -$16-25 - $145.00 rr� SY Per SY 23 Install Cement Concrete Curb and Gutter 82 _ _$3.1 70_ $2,599.40 LF Per LF 24 Install Cement Concrete Sidewalk 35 - -$5.8-86- $2,060.10 SY Per SY r Cstall Cement Concrete Driveway Type 25 26 SY — $8D SQ _ $2,093.00 26 Restoration,Sod, Gravel,Topsoil, Beauty 1 —$6-35-130— $635.00 Bark LS 27 Restoration 1 _ $500.00_ $500.00 LSPe_r LS 28 Minor Changes :LIS1 $3,000.00 $3,000.00 PerLS (Sales Tax Rule 171 Applies To This Project) Subtotal Schedule A= $39,013.80 i I +r. rrr Schedule of Prices Page 2 of 4 err oftrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale wr CITY OF RENTON Addendum#1 SCHEDULE OF PRICES �. Union Ave NE/ Duvall Ave NE Storm System Repair Project (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. 'Note: Show UNIT PRICE and TOTAL AMOUNT in figures only. ITEM ITEM WITH UNIT PRICED BID APPROX. I UNIT PRICE* TOTAL AMOUNT* NO. QUANTITY Dollars Cents Dollars Cents SCHEDULE B-Union Ave NE B 1 Mobilization 1 $2,625_00 $2,625.00 LS Per LS B 2 Construction Surveying,Stakeing,and As- 1 built _ RUM- $885.00 LS Per LS dw B 3 Traffic Control 1 _$1,660 00 $1,660.00 LS Per LS B 4 Temp. Erosion and Sediment Control 1 _ $.22Q.Q0 $220.00 LS Per LS B 5 Trench Excavation Safety Systems 1 $550. . 0 $550.00 r. B 6 Temporary Stormwater Bypass 1 _ $40Q.00— $400.00 LS Per LS B 7 Pothole Utility 1 $350.00 $350.00 LS Per LS i B 8 Remove, Restore Wood Sign and Fence 1 - $500.00 $500.00 LS Per LS B 9 Remove, Restore Landscaping, Plantings, 1 $1 X205^00 $1,205.00 _ Rocks, Etc. LS Per LS w j i B10 Clearing 1 _ _$500.DQ. $500.00 LS Per LS B 11 Remove Tree 1 - -$400-00- $400.00 LS Per LS B 12 24-Inch Dia.CPE Storm Pipe 60 - -$126-00 $7,560.00 LF Per LF Catch Basin,Type 2,48-inch Type 2, B 13 1 _$�2 915.00 $2,915.00 Grate and Debris Barrier EA Per EA �r B 14 Connect New 24-inch Pipe to Existing CB 1 _ OM $310.00 EA Per EA B 15 Import Trench Backfill 65 _ _X19 $1,235.00 Ton7 Per Ton Wr Schedule of Prices Page 3 of 4 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF RENTON Addendum#1 SCHEDULE OF PRICES Union Ave NE/ Duvall Ave NE Storm System Repair Project (Sales Tax Rule 171 Applies To This Project) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR BID ITEMS. *Note: Show UNIT PRICE and TOTAL AMOUNT In figures only. ITEM ITEM WITH UNIT PRICED BID APPROX. UNIT PRICE* TOTAL AMOUNT* NO. QUANTITY Dollars Cents Dollars Cents r B 16 Quarry Spalls 15 _$25.65 _ $384.75 Ton Per Ton r B 17 Sawcutting 170 _ .62.80_ _ $476.00 LF Per LF B 18 Grind or Remove Asphalt Pavement 25 _ X31_20 _ $780.00 to SY Per SY B 19 Crushed Surfacing 12 _ ,629_20 _ $350.40 Ton Per Ton i .. B 20 Hot Mix Asphalt(HMA) Class 1/2" 12 —$21-9-1-0_ $2,629.20 Ton Per Ton I ,,. B 21 Remove Concrete Curb,Gutter,Sidewalk 20 - -$3-6-25— $725.00 j SY Per SY B 22 Install Cement Concrete Curb and Gutter 46 _ 2.fi0_ $1,499.60 LF Per LF B 23 Install Cement Concrete Sidewalk 3 _ $123.00_ $369.00 SY Per SY Install Cement Concrete Sidewalk Ramp B 24 18 Type 2 - -$78,35— $1,410.30 SY Per SY i B 25 Restoration 1 IRA 1,Q25,9Q $1,025.00 LS Per LS B 26 Minor Changes 1 $2,000.00 $2,000.00 LS Per LS (Sales Tax Rule 171 Applies To This Project) Subtotal Schedule B= $32,964.25 r" Subtotal Schedule A= $39,013.80 TOTAL SCHEDULES A and B $71,978.05 a. aw Schedule of Prices Page 4 of 4 'm'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 2 - CONTRACT SECTION INFORMATION ONLY Union Ave NE /Duvall Ave NE Storm System Repair Project SWP-27-3146, 3350 rr The contract documents in this section must be executed and submitted by the successful Bidder within ten (10) days following the Notice of Award. ift ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal -Aid FHWA) it ❖Retainage Selection -.*-City of Renton Insurance Information Form -.:-City of Renton Standard Endorsement Form ❖ Submit after Notice of Award r iw 1 14-CONTRACT Section.1)00 Bond No. 41420 BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: +rr That we,the undersigned Hoffman Construction, Inc. as principal, and Merchants Bonding Company corporation organized and existing under the laws of the State of Iowa as a surety corporation, and qualified u.r 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_$71978.05 for the payment of which sum on demand we bind ourselves and our .. successors,heirs,administrators or person representatives,as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at ,Washington, this •3 day of oa� '2010. rr Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-10-084 providing for construction of Union Ave NE/ Duvall Ave NE Storm System Repair Project the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; r NOW, THEREFORE, if therinci al shall faithfully P p y 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 aw 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 'r Renton,then and in that event this obligation shall be void;but otherwise it shall be and remain in full force and effect. r Hoffman Construction, Inc. Merchants Bonding Company Pri nc' Surety By. By: Signatu e re Bonny smith r Attorney-in-Fact Title Title rrr rrr .rF MERCHANTSNk BONDING COMPANY POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed,and does by these presents make,constitute and appoint +rr Holly E.Ulfers,Steven W.Palmer,Mary A.Dobbs,Heather Allen,Roxana Palacios,Bonny Smith of Seattle and State of WA its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name, place and stead,to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: FIVE MILLION($5,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the wo Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof. ARTICLE II,SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, go recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 6th day of Auqust 2009. rr •••--•••6 O�0\N P� .... . O�A9•• MERCHANTS BONDING COMPANY(MUTUAL) .m . q •• •y 3• arc y 1933 C: BY J •�ti• .•day• � A• • w STATE OF IOWA •••.• President COUNTY OF POLK ss. On this 6th day of Auqust 2009 ,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the +w` Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. CINDY SMYTH `� �- Commission Number 173504 My Commission Expires VV March 16,2012 Notary Public,Polk County,Iowa im STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is so still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this'`) day ofj~r �d� �O?D�iP0,9 ••q. •y +• •a 1933 Secretary . y POA 0001 (1/09) ••Jb�'�y'•�..V\� aYr rr Yis NOffMAN CONSTRUCTION, INC PO Box 845 Enumclaw, WA 98022-0845 Office:360-825-9797 Fax. 360-802-9797 License: MOFFMC1931D9 July 29, 2010 City of Renton +■ Attn: Daniel Carey, P.E. 1055 South Grady Way Renton, WA 98057 O) 425-430-7293 F) 425-430-7241 Re: Authorized Signers for Corporation oar The following officers are authorized to sign the contract for the Union Ave NE/Duvall Ave NE Storm System Repair Project, SWP-27-3146,3350: Randy Hoffman, President, Treasurer Karen Hoffman, Vice President, Secretary Brad Hoffman, Vice President Attached are samples of their signatures on the Washington State Corporate Divisions Data Information Form for Hoffinan Construction, Inc. Thank You, Karen Hoffman Vice President, Secretary C ,porations: Registration Detail Corporations: Registration Detail Corporations Division - Registration Data Search Neither the State of Washington nor any agency, officer, or employee of the State of Washington warrants the accuracy, reliability, or timeliness of any information in the Public Access System and shall not be liable for any losses caused by such reliance on the accuracy, reliability, or timeliness of such information. While every effort is made to ensure the accuracy of this information, portions may be incorrect or not current. Any person or entity who relies on information obtained from the System does so at his or her own risk. ■r HOFFMAN CONSTRUCTION, INC. UBI Number 600247364 Category ., REG Profit/Nonprofit Profit Acture/Inactive Active State Of Incorporation WA Date of Incorporation 09/01/1977 �• Expiratlon Date 09/30/2010 Dissolution Date' Registered Agent Information Agent Name RANDY R HOFFMAN Address 27633 SE 400TH WAY City ENUMCLAW State WA ZIP 980220845 Special Address Information Address PO BOX 845 City ;, ENUMCLAW State WA Zip 980220845 Governing Persons Title Name Address w President HOFFMAN , RANDY 27633 SE 400TH WAY ENUMCLAW , WA Vice President HOFFMAN , KAREN 27633 SE 400TH WAY ENUMCLAW , WAGt� w!tp://www.sos.wa.gov/print.aspx?url=http://www.sos.wa.gov/corps/search_detail.aspx?ubi=600247364[7/29/2010 6:26:25 PM] rporations: Registration Detail rr __ 17906 106TH STREET EAST Vice President HOFFMAN , BRET .. BONNEY LAKE , WA Vice President HOFFMAN , BRADLEY 4116 218TH AVE E ✓' BONNEY LAKE , WA � 1�' —; ;r Purchase Documents for this Corporation r Return to Search List You can find this information at: http://www.sos.wa.gov/corps/search_detail.aspx?ubi=600247364 r ttp://www.sos.wa.gov/print.aspx?url=http:Hwww.sos.wa.gov/corps/search_detail.aspx?ubi=600247364[7/29/2010 6:26:25 PM] 6 D City of { CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE 140ifuman Coo 5+ru 4N,ng_ Ily)C hereby confirms and declares that (Name of contractor/subcontractor/consultant) I. It is the policy of _90f-60W 00,n54ryCG+f 66 InC . to offer equal (Name of contractor/subcontractor/consu tant) opportunity to all qualified employees and applicants for employment without regard to the race, creed,color, sex,national origin, age, disability or veteran status. II• tt0 f f 71�QV1 CYO r15+1'tJC-hil>>'1 �V1 C complies with all applicable (Name of contractor/subcontractor/consultant) federal, state and local laws governing non-discrimination in employment. M. When applicable, q6 !' r4itoyii T-OC will seek out and (Name of contractor/subcontractor/consultant) negotiate with minority and women contractors for the award of subcontracts. Vayevl 9c omart Print Agent/Representative's Name 6 _dice -pre.5 d evlt Print Agent/Representative's Title Age rpresentativ s ignature Date Signed 61 L H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs\16-FairPracticeFoi-m-Swoosh.DOC\ L 1 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this day of a, 4 2010. by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and }k o FICN1 AN L�N 5 TRV C Tl aN,2NG� hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 30 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. SWT-27-3146. 3350 for improvement by construction and installation of: Union Ave NE/Duvall Ave NE Storm System Repair Project Work as described in"Scope of Work"dated July.2010 . attached hereto. All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment.and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever practicable. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement ii 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 YSpecifications,if any r - 1 C1-2009 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in his 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, the City, if it so elects, may, without liability for so doing; take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment; plants and other.properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the . Contract to be performed hereunder,including loss of life,personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. 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. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants,provisions and agreements hereunder.. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided,further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employees and(b)the City, 2 CI-2009 i 6 lrr 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 and the city, its officers, officials, employees and volunteers, the contractor's liability irr hereunder shall be only to the extent of the contractor's negligence. It is further specifically and expressly understood. that the indemnification provided herein constitute the contractor's waiver of immunity.under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract.not later than 30 working days from the date of commencement. For each and every im working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages,to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages(and not as a penalty)for each such day,which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or . entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. Defective or Unauthorized Work.. The City reserves its right to withhold,payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes,without limitation: work and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. 6. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any•and all amounts due or to become due the Contractor. 3 CI-2009 6 The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights- under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED-AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and funis 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 it State of Washington. 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $71,978.05 - numbers Seventy one thousand,nine hundred and seventy eight Dollars and five cents written words including Washington State Sales Tax. Payments will be made to Contractor as specified in the"Special Provisions"of this Contract. 13) INDEPENDENT CONTRACTOR. .The parties intend that an Independent Contractor- Employer Relationship will be created by this Agreement and that the Contractor has the ability. to control and direct.the performance and details of its work, the City being interested only in the results obtained under this Agreement. 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM. OR SUIT SHALL BE FOREVER BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. 15) Non-Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option W 4 C1-2009 it conferred by this Agreement in one or more instances shall not be construed to be a waiver' or relinquishmentof those covenants, agreements or options, and the same shall be and remain in full force and effect. 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to'the contrary. Any 'written notice hereunder shall become effective three(3)business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. 17) Assignment. Any assignment of this Agreement by either party without the written consent of the.non-assigning party shall be void. If the non-assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. 18) Modification. No waiver, alteration, or modification.of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the city and Contractor. 19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and,regulations that are now effective or in the future become Irr applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. IN WITNESS WIEREOF, 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. rri CO TRA R CITY OF TON Presidqgartderplier Mayor Denis Law ATTEST j- Se etaryBonnie I . Walton, City Clerk dba 14DTfmAn ConsiYL)uf?,0Yi , "nC Firm Name check one ❑ Individual ❑ Partnership Corporation Incorporated in. vLA-}'p 5 C1-2009 Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as)and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed by d/b/a and name of the company. fl�r qtr F 6 C 1-2009 F' CITY OF RENTON Union Ave NE/Duvall Ave NE Storm System Repair Project SWP-27-3146, 3350 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 k _ 2.Deposited by the City in an escrow account(interest bearing)in a bank,mutual savings bank, or savings and loan association. Deposits will be in the name of the City and are not allowed to be 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. r 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(1), and applicable State Regulations,are met. �rr SIGNED: PRINT NAME: U/eVl +-10 COMPANY: NO a✓ti CO6 5+ro 4b D k1, �✓1 � 60 DATE: 9 , Q G�2Y o City of Renton + Human Resources &.Risk Management Department Insurance Information Form rrr FOR: Union Ave NE/Duvall Ave NE Storm System Repair Prosect PROJECT NUMBER:SWP-27-3146.3350 STAFF CONTACT:Daniel Carey Certificate of Insurance indicates the coverages/limits specified in Yes ❑ No ' contract? Are the following coverages and/or conditions in effect? ❑ Yes ❑ No The Commercial General Liability policy form is an ISO 1993 Yes ❑ No Occurrence Form or Equivalent? (If no,attach a copy of the policy with required coverages clearly identified) "e+ CG 0043 Amendatory Endorsement provided?* ❑ Yes FNo b� 4 e+e- General Aggregate provided on a"per project basis(CG2503)?* ® Yes ❑ No->j(��Hbri{- Additional Insured wording provided?* �] Yes ❑ No vo a-k Coverage on a primary basis and non-contributing basis?* ® Yes ❑ No f 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 *To be shown on certificate of insurance* AM BEST'S RATING FOR CARRIER GL A Auto � � Umb 1F � Professional �'A � r 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. w Hentschell & Associates Lorie V Veen Agenc'Oroker Complete y(Type or Print Nape) Ona Pacific Building 621 Pacific Ave., Suite 400 F Tacoma, WA 98402 Address Comp] ed By(Signature) Tom Duren or Lorie Van Veen (253) 272-1151 x 210 Name of person to contact Telephone Number arr NOTE: THIS QUESTIONNAIREMUST BE COMPLETED FOR EACH LINE OF COVERAGE AND ATTACHED TO CERTIFICATE OFINSURANCE wr rr +tir AC BP,. CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDDryWy) PRODUCER (253)272-1151 FAX (253)272-1225 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONO Hentschel l & Associates, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE One Pacific Building HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 621 Pacific Ave., Suite 400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Tacoma, WA 98402 INSURERS AFFORDING COVERAGE NAIC# INSURED Hoffman Construction Inc INSURER A: Continental Western Ins. Co. P 0 Box 845 INSURER B: Enumclaw, WA 98022 INSURER C: INSURER D: rr1 INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED.NO THSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUE MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBD ORJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS D SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'ILTR NSRNSRDD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY CWP2632548 06/30/2010 06/30/2011 EACH OCCURRENCE $ 1,0001000 rl X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,0001 CLAIMS MADE M OCCUR MED EXP(Any one person) $ S,000 A PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY CWP2632548 06/30/2010 06/30/2011 COMBINED SINGLE LIMIT � ANY AUTO (Ea accident) $ ALL OWNED AUTOS 1,00-0,000 X SCHEDULEDAUTOS BODILY INJURY $ A (Per person) X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY tlr AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CU2632549 06/30/2010 06/30/2011 EA OCCUR $ 1,000,00 X OCCUR CLAIMS MADE A AGGREGATE $ 1,000,000 DEDUCTIBLE X RETENTION $ 10,00 $ '� (�fdfnXAhd(�(XX; WC STATU- OTH- $ LIMITS CWP26325406/30/2010 06/30/2011 XEMPLOYERS'LIABILITY FR A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICERIMEMBER EXCLUDED? STOP GAP If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 11000,000 IY SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS E: UNION AVE NE/ DUVALL AVE NE STORM SYSTEM REPAIR PROJECT #SWP27-3146-3350 DDITIONAL INSUREDS ARE AUTOMATICALLY INCLUDED IF REQUIRED BY WRITTEN CONTRACT OR AGREEMENT HIS INSURANCE IS PRIMARY/NONCONTRIBUTORY PER FORM CW1054 ATTACHED. rr AIVER APPLIES PER CLCGO020 (03/07) ATTACHED. ER CLCG2014 (01/07) ATTACHED. 10 DAYS NOTICE OF CANCELLATION FOR NONPAYMENT CERTIFICATE LD TI ON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL CITY OF RENTON 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, ATTN: DANIEL CAREY, PUBLIC WORKS DEPT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1055 SOUTH GRADY WAY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. RENTON, WA 98057 AUTHORIZED REPRESENTATIVE Tom Duren/LAV /0". Q', �:l , ACORD 25(2001/08) OACORD CORPORATION 1988 r T T TIMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement 7 on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I 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 Tholder 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. ACORD 25(2007108) Y` POLICY NUMBER: 2632548-24 rri THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY NO MANUSCRIPT ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL PROPERTY COVERAGE PART BUSINESSOWNERS INLAND MARINE CRIME COVERAGE PART E] COMMERCIAL AUTO COVERAGE PART cn COMMERCIAL GENERAL LIABILITY COVERAGE PART ❑ PRODUCTS COMPLETED OPERATIONS LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART (� COMMERCIAL UMBRELLA POLICY WORKERS'COMPENSATION POLICY rir PRIMARY WORDING ENDORSEMENT It is hereby agreed that the following is added and made part of endorsement CLCG2014 - Contractors, Commercial General Liability Enhancement Endorsement - Automatic Status When required In r� Construction Agreement with you: Any coverage provided hereunder shall be excess over any other valid and collectable insurance available to the Additional Insured(s) whether primary, excess, contingent or on any other basis unless a contract specifically requires that the insurance be primary. so go ■r CW 10 54 01 90 ..a THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS - AUTOMATIC STATUS WHEN REQUIRED BY WRITTEN CONTRACT r This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Section II —Who Is An Insured is amended to include as an additional insured any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with respect to "bodily injury" and "property damage"caused, in whole or in part, by"your work" at locations specified in the written contract or agreement and included in the"products-completed operations hazard". .r. With respect to the insurance afforded to these additional insureds, this insurance does not apply to "bodily injury" or"property damage" that occurs prior to the execution of, or subsequent to the expiration of, the contract or agreement in which you agreed that such person or organization be added as an additional insured on your policy. rw .r rr ar err +r CL CG 20 14 0107 Includes copyrighted material of Insurance Services Page 1 of 1 Offices,Inc.,with its permission r THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. 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- r 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 ra 4. Paragraph 9.a. of SECTION V -- DEFINI- ' policy, subject to the terms of SECTION III - g p LIMITS OF INSURANCE, shall be the 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 s rinkler 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 poi- C. NON-OWNED WATERCRAFT 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- j 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. av ance applies to this coverage as described D. SUPPLEMENTARY PAYMENTS in SECTION 111—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: ar 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 I 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 II-WHO IS AN INSURED: arty damage"to any one premises,while e. An rented to you, or temporarily occupied by y 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 4.1b.(1)9% Other Insurance of sured on your policy. SECTION IV — CbINMERCIAL GENERAL LIABILITY CONDITIONS is deleted and re- placed by the following: CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 1 of 6 Office,Inc.,with Its permission �r +w ir. Such person or organization is an insured (c) The ownership, maintenance,or use provided: of any elevators. (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 11 .r policy — WHO IS AN INSURED is tive during the p � y period;and amended to include as an additional insured (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- (2) They are not specifically designated as son or organization be added as an add!- 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 the following persons or organizations property damage" or "personal and adver- j are additional insureds under this endorse- tising injury"caused, in whole or in part, by: ment, and coverage provided to such adds- a. Your acts or omissions;or e1 tlonal insureds is limited as provided herein: 1 The manager or lessor of a b. The acts or omissions of those acting on O 9 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- wr 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 .r. This insurance does not apply to: are co per t d s for that additional insured (a) Any "occurrence"which takes place 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: 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", "property damage" or (2) Any person or organization from whom personal and advertising injury" arising ... out of the rendering of, or the failure to 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 rrr 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, I field orders, change orders or draw- However, this insurance does nota apply ings and specifications;or to any "occurrence" which takes place after the equipment lease expires. (2) Supervisory, inspection, architec- (3) Any state or political subdivision, subject lural 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, caro- tions has been completed;or ples, 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 bean 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 CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 2 of 6 Office,Inc.,with its permission +r ars 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 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 II -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 -,— rr 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. larasive o a The limits of insurance are of In- b. COVERAGE A does not apply to "bodily sive of and not in addition to the limits of in- y in- surance shown in the Declarations. jury' or property damage"that occurred be- fore you acquired or formed the organiza- G. PROPERTY DAMAGE TO BORROWED tion. EQUIPMENT c. COVERAGE B does nota I to " 1. Paragraph 2.j, of SECTION I - COVER- and advertisingPersonal injury arisinin y g out of an of- AGES, COVERAGE A BODILY INJURY fense committed before you acquired or 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 do 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 any 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 the number of: a. A Single Construction Project General a. Insureds; Aggregate Limit applies to each con- struction project away from 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 9"organizations making claims General Aggregate Limit shown in the or bringing"suits". Declarations. 3. Deductible b. The Single Construction Project General Et. Our obligation to pay damages on behalf Aggregate Limit is the most we will pay of the insured applies only to the amount for the sum of all damages under COV- RAGE A, except damages because of of damages in excess of$250 as appil- cable to 'property darns e"as the result bodily injury" or "property damage" in- cable in the 'Products-completed op- i of any one "occurrence', regardless of the number of persons or organizations erations hazard', and for medical ex- who sustain damages because of that penses under COVERAGE C regardless "occurrence". of the number of: 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"sults seeking those damages;and your duties (3) Persons or organizations making 1n the event of an"occurrence",claim, or claims or bringing"suits". "suit"apply irrespective of the application of the deductible amount. CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 3 Of 6 Office,Inc.,with Its permission rr I i r c. Any payments made under COVERAGE J. KNOWLEDGE OF OCCURRENCE �• A for damages or under COVERAGE C for medical expenses shall reduce the The following is added to paragraph 2. Duties In Single Construction Project General Ag- The Event Of Occurrence, Offense, Claim Or gregate Limit for that construction pro- 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 they reduce any other Single Construc- (1) You, if you 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 x to the insured. corporation, or i 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. However, Instead of being subject to the is considered knowledge and requires you to me General Aggregate Limit shown in the notify us of the "occurrence", offense, claim, Declarations, such limits will be subject or"suit"as soon as practicable. to the applicable Single Construction f. We are considered on notice of an I 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 ises owned by or rented to the Insured: policy. 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: rrrgregate Limit or the Products-Completed Operations Aggregate Limit, whichever d. If you unintentionally fail to disclose any ex- I is applicable;and posures existing at the inception date of your 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- 3. When coverage for liability arising out of the mium or exercise our right of cancellation or i "products-completed operations hazard" is non-renewal. 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 Completed Operations Aggregate Limit, and 5 not reduce the General Aggregate Limit nor Paragraph 3. of SECTION V—DEFINITIONS is the Single Construction Project General Ag- deleted and replaced by the following: gregate Limit. 3. "Bodily injury" means bodily injury, sickness .ir 4. If the applicable construction project away or disease sustained by a person, including j 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- oo 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- 5. The provisions of Limits Of Insurance MERCIAL GENERAL LIABILITY CONDITIONS i (SECTION III) not otherwise modified by this is amended by the addition of the following: i endorsement shall continue to apply as I stipulated. i CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 4 of 6 ' Office,Inc.,with Its permission C irr t i A We waive any right of recovery we may have be- the premises, site or loca- cause of payments we make for injury or dam- tion in connection with such age arising out of your ongoing operations or "your work done under a contract requiring such operations by such insured, waiver with that person or organization and in- cluded in the "products-completed operations Subparagraph (b) does not hazard". apply to "bodi y injury" or However, our rights may only be waived prior to "property damage" arising the"occurrence giving rise to the Injury or dam- out of heat,smoke or fumes age for which we make payment under this Cov- from a"hostile fire". 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. N. LIMITED JOB SITE POLLUTION statutory or regulatory re- quirement issued or made 1. Exclusion f. under Section I —Coverage A pursuant to any environ- is replaced by the following: mental protection or envi- ronmental liability statutes or s 2. Exclusions regulations that any insured This insurance does not apply to: test for, monitor, clean up, s remove, contain, treat, de- f. Pollution toxify or neutralize, or in any way respond to, or assess (1) "Bodily injury" or "property dam- the effects of, "pollutants'; age"arising out of the actual,al- or leged or threatened discharge, dispersal, seepage, migration, (b) Claim or suit by or on behalf I release or escape of "pollut- of a governmental authority I 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- However ■ forming operations if the , 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- pp spond to, or assess the ef- age" that the Insured would 1 fects of,"pollutants";or have In the absence of such re- quest, demand, order or statu- tory 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 I which, at any time, has been p � buried under the surface of damage arising out of the actual, alleged or the ground or water and threatened discharge, dispersal, seepage, then subsequently exposed migration,release or escape of"pollutants": by erosion excavation or a. The "Each Occurrence Limit shown In 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 ill)does not apply. escape of"pollutants"arises c. Paragraph 1. of Section III—Limits Of at or from any premises, site or location which any in- Insurance is replaced by the following: 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; CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 5 of 6 Office,Inc.,with its permission rr` r r i (2) Claims made or"suits"brought;or 9. Subject to 6. above, the Medical f r. (3) Persons or organizations making Expense Limit is the most we will claims or bringing"suits". pay under Coverage C for all medl- cal expenses because of"bodily in- d. The following are added to Section ill- jury" sustained by any one person rr Limits Of Insurance: arising out of the actual, alleged or 8. Subject to 2. or 3. above,whichever threatened discharge, dispersal, seepage, migration, release or es- applies, the most we will pay for the sum of: cape of"Pollutants". a. Damages under Coverage A; O. OTHER INSURANCE and If this policy includes a Coverage Form or an b. Medical expenses under Cover- Endorsement which pprovides coverage for loss p 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 endorsement are de- erty damage" arising out of the ac- leted and replaced by the limit and coverage tual, alleged or threatened dis- provided by that Coverage Form or Endorse- _•- charge, dispersal, seepage, migra- ment. tion, release or escape of "pollut- ants"is$100,000. y p444, 0 l i I rr ' I e f P i l i I F i i i i i CL CG 00 20 03 07 Includes copyrighted material of Insurance Services Page 6 of 6 Office,Inc.,with its permission i �r ;. q x ix�-k ? '�?•s`'' 1�' e.," ', fi„ *l� ,s, 'sy '' C st' i :.+,. a�' *€ F F c '%�2a �z��� ��*Swv a � #� "���"�`� ,;.Y, ng `rim�f t."s�` �� *i. 'moi' r� e;�`� u'� � �.�{ s� � ,,•a ,� �. ,� . 7 ; '9 �r�: '���ar. ' '" �' ! a as ✓# °t�, ,x 3` „ 'f � '',, �s - '4-N-4 - tx'�i r 3 5h kMF� + a' Fero i�ye *x V-1 iW F t � 1 e � � f .z c F '' Y ;�� Y � Y. 4 3¢ � x x - k � � 4h � s f o � a Insurance Requirements For City of Renton 4 The City of Renton reauires the industry standard: as • $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) to • $1,000,000 Excess Liability(if required in contract,can be in tandem with CGL) • Proof of Workers' Compensation coverage (provide the number) • $1,000,000 Professional Liability(if required in contract) a Requirements unique to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy(Only applies to Commercial General Liability) • Due to a statement found at the upper right of the ACORD form, please provide the endorsement Page(s)from the policy(ies) evidencing Primary& Non- contributory coverage • The cancellation clause may state: 30 or 45 days written notice (lower right corner of certificate) • Put descriptive text of the project in the "Description of Operations" box • The certificate holder should read: City of Renton ATTN: {enter your City contact's name here and Department} • ' 1055 South Grady Way Renton,WA. 98057 Direct any questions, comments or concerns to: Colleen Shannon— 425.430.7658 425.430.7650/ main 425.430.7665/fax .r cshannon@rentonwa.eov err +r. ACORD rM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) PRODUCER FAX THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 110 INSURERS AFFORDING COVERAGE INSURED INSURER A: INSURER B: INSURER C: INSURER D: COVERAGES INSURER E: 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. INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITED GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE 0,000 CLAIMS MADE 0 OCCUR MED EXP(Any one person) $ 55,000 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ❑ 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) $ rrr PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ANY AUTO N/A OTHER THAN EA ACC •r AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE ❑OCCUR ❑CLAIMS MADE AGGREGATE rrr ❑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 irr DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS rw City of Renton is named as an additional insured rlr CERTIFICATE HOLDER ❑X ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE City of Renton THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL MAIL Attn: 5 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 1055 South Grady Way THE LEFT. dw Renton, WA. 98055 AUTHORIZED REPRESENTATIVE r rr� CITY OF RENTON CONSTRUCTION CONTRACTS INSURANCE AND RELATED REQUIREMENTS MINIMUM INSURANCE COVERAGES AND REQUIREMENTS rrr The (CONTRACTOR)shall obtain and maintain the minimum insurance coverages set forth below. By requiring such minimum insurance, CITY OF RENTON shall not be deemed or construed to have assessed the risks that may be applicable to the(CONTRACTOR)under Contract Number . The(CONTRACTOR) shall assess its own risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverages. Coverages „ (1) Commercial General Liability-ISO 1993 Form or equivalent. Coverage to include: • Premises and Operations • Explosion, Collapse and Underground Hazards irr • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability +rw (2) Automobile Liability including all • Owned Vehicles r" • Non-Owned Vehicles • Hired Vehicles (3) Workers'Compensation • Statutory Benefits(Coverage A)-Show WA L&I Number r (4) Umbrella Liability • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. r (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 �r pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. �r 19-Insurance Forms.doc\ r yrs ++ LIMITS REQUIRED The(CONTRACTOR)shall carry the following limits of liability as required below: rrr Commercial General Liability General Aggregate* $ 2,000,000 am Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 aw Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Stop Gap Liability $ 1,000,000 *General Aggregate to apply per project(ISO Form CG2503 or equivalent) Automobile Liability Bodily Injury/Property Damage $ 1,000,000 (Each Accident) Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number .�r Umbrella Liability r► 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 keep this policy in effect �r for up to two(2)years after completion of the project) Pollution Liability(If required) To apply on a per project basis w Per Loss $ 1,000,000 Aggregate $ 1,000,000 rrs rrr ■r r�► 19-Insurance Forms.doc\ rr r ++ ADDITIONAL REQUIREMENTS (CONTRACTOR) shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insureds(ISO Form CG 2010 or equivalent). (CONTRACTOR)shall provide CITY OF RENTON Certificates of Insurance and copies of policies, if requested, prior to commencement of work. Further, all policies of insurance described above shall: 1) Be on a primary basis nor contributory with any other insurance coverages and/or self-insurance carried by CITY OF RENTON. r 2) Include a Waiver of Subrogation Clause. 3) Severability of Interest Clause(Cross Liability) 4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. rr 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 as 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. err r�r ,rr wr nr 19-Insurance Fonns.doc\ rrr sr ---------#F. � t�,,;,'�"E x� � ✓ � s` � a � x r lIllllIIII� f } 3 t 1 C k F s � a t w � r i f c $ Y S $ f s CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: trr Ref: Pay Estimate No. rr Project Union Ave NE/Dayton Ave NE Storm System Repair Project SWP-27-3146,3350 CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors' employees for the period from through in accordance with the 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 By: Wr Title: orr List of Subcontractors Used on the Project: rrw rrr err wr 20-Prevail ingWages-City.doc\ wr Department of Labor and Industries ,� i A E E QF SSI 1 LN Q Prevailing`��aae STATya (360)902-5335 PAY PREVAILING WAGES' www. age •fi,e�re Public Works Contract $25.00 Filing Fee Required • This form must be typed or printed in ink. Project Name Contract# • Large,bold numbers thatch instructions on back of form. Ila • Please allow a minitntun of 10 working day's for processing: Contract Awarding Agency(public aeency-not federal or private) • Once approved our form will be posted online at the above website. A1'PRO SrED FORIYT 4VII L$E MAILED T(?THIS AIAES tj Address rlllf Contractor,company or agency name,address,city,state'R'ZIP+4 j city State IIP+3 Awarding agency Project Contact Person Phone 9 County where work was performed City where work was performed. l Bid due date (mm/cId/vy) !! Date contract awarded (mm/dd/yy) E Will all work be subcontracted? Do you intend to use subcontractors? Ll Yes ❑ No ❑ Yes ❑' No Prime contractor(has contract with the public agency) Contractor Registration# Expected job start date(mm/dd/yy) Do you intend to use apprentices? Yes ❑ No Craft/trade/occupation(Do NOT list apprentices) Estimated no. ( Rate of l Rate of hourly fringe Indicate number of owners expected to perform work. of workers I hourly pay I benefits I I _ i - ---------- — - ---- .Io 1 -- — — Company name i Indicate total dollar amount of your contract or time and materials if applicable. Address 1 hereby certift, that the above information is correct and that all workers I employ on this Public Works Prolcc.t will be paid no less City State ZIP+ than the Prevailing Wage Rate(s) as determined by the Industrial ■i Statistician of the Department of Labor and Industries Contractor Registration No. UBI Title Signature Industrial Insurance Account Number Email address Phone number � t t — --'Far[&1 Ese Onty' Check Number: —� ❑ S25 or $ y 1 or LScI Use only Issued By: APPROVED: Department of Labor and Industries By l Industrial Statistician ; F700-029-000 statement of intent to pay prevailing wages 12-04 after APPROVAL,send white copy to Awarding Agency. Canary copy—L&I How to expedite the processing of your form: REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION rr 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. wr 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 rr Prevailing Wages being filed. Craft/trade/occupation Craft not listed,not specific, or does not match prevailing wage occupation listings. „r 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 Rafe 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 proiect(m/d/y to m/d/y),and rate of hourly pay and fringe +�► 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). W 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 iournev 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 approval of the classifications of labor used by the contractor/subcontractor. �r 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�lli,, iw.Ini.wa gov,/TradesL icensing/Prevail ngV'•Jage Submit both copies (white and canary) and the $25.00 filing fee to: MANAGEMENT SERVICES Please fold in thirds so the address DEPT.OF LABOR AND INDUSTRIES will show in a window envelope aw PO BOX 44835 OLYMPIA,WASHINGTON 98504-4835 For questions call(360) 902-5335 F7nA-O07_000 s,Mdavit of,v- a c N PreDepartment of Labor and Industries �sr re a. AFFIDAVIT�7IT (fir{ WAGES PAID. Pre�ailtng Wage a'" _ � 1 ti Y 1 1 �✓ (360)902-5335 - r Public Warks Contract http:/'/ ww.Ini.ti,a.gov/TradesLicensinglPrevailin.,Wage � �Y' $255.0(} ijiA Required • This form must be typed or printed in ink, t-roject dame : Contract tt • FiII 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(publicaseucy-not federal or private) • t�---Once approved,your,form will be Foste&online at the website above, ti,QEF.E17 R �a 'AM1. ,' Q .: ,4,`�'`: t�-.'K.e;a �' " ddress Contractor;company or agency name,address,city,state&ZIP:4 City, State 7-IP+4 Awarding,agency Project ContactPerson Phone fi= (:aunty where work was performed City where workwas performed Bid due date(mnt/dd/yy) Date contract awarded(min/dd/>T) �Date work completed (mm/dd/yy) llaf0ittentfiled.(mm/ddlyy) was all work subcontracted? ! Did,youintend touse subcontractors? Prime contractor has contract with the public agency Contractor Registration No. ( P ) ❑ Yes ❑ No ❑ Yes ❑ No Job start date(mm/dd/yy) Craft/trade/occupation and apprentices(For apprentices,give name,registration 4, 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 Indicate number of owners that performed work. till t Company name Indicate total dollar amount of your contract f or time and materials if applicable. i Address T---�� I hereby certify that the above information is correct and that all workers I employ on this Public Works Project will be paid no less � than the Prevailing Wage Rate(s) as determined b} the Industrial City State ZIP+4 — Statistician of the Department of Labor and Industries Contractor Registration No. [;RI i i Title Signature Industrial Insurance.Account Number Email address Phone numberForT&I;CJse Ot)fy . Chock Number: ❑ S25 or ---� I "' ForLi Use Oh1y I � Issued 135: APPROVED: Department of Labor and Industries i flei By Industrial Statistician F700-007-000 affidavit of wages 12-04 After APPROVAL,send white copy to Awarding Aaencv, ✓ Canary copy—L&I to How to expedite the processing of your form: REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION rr 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 r Prevailing Wages being filed: Craft/trade/occupation Craft not listed,not specific, or does not match prevailing wage occupation listings. go 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.) 4111111paid work subcontracted: If all work was performed by subcontractors,check the appropriate box on the form. as 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 as 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. �r 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 proiect(m/d/y to m/d/y),and rate of hourly pay and fringe on benefits_ Total Dollar Amount of Your Contract Missing—Enter exact amount not"time and materials"). `rr 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: am 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 wr 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. +rte 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:/I\,vvrw.ini.wa.gov/,—radesLicensinqi'Prevailing',,)'�laoe Submit both copies (white and canary) and the $25.00 filing fee to: vrr MANAGEMENT SERVICES Please fold in thirds so the address DEPT. OF LABOR AND INDUSTRIES will show in a window envelope PO BOX 44835 OLYMPIA,WASHINGTON 98504-4835 For questions call(360) 902-5335 P7M_(1f17_M(Iaffillaiit nrwauec _hark"r 1>_(11 rW 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. so 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. r11 KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $40.03 1H 5D BOILERMAKERS JOURNEY LEVEL $56.53 1C 5N BRICK MASON BRICK AND BLOCK FINISHER $39.49 1M 5A JOURNEY LEVEL $46.35 1M 5A Will BUILDING SERVICE EMPLOYEES JANITOR $17.98 2F 5S TRAVELING WAXER/SHAMPOOER $18.39 2F 5S WINDOW CLEANER(NON-SCAFFOLD) $22.65 2F 5S WINDOW CLEANER(SCAFFOLD) $23.51 2F 5S CABINET MAKERS(IN SHOP) JOURNEY LEVEL $16.67 1 CARPENTERS ACOUSTICAL WORKER $48.60 1H 5D BRIDGE,DOCK AND WARF CARPENTERS $48.47 1H 5D CARPENTER $48.47 1H SD CREOSOTED MATERIAL $48.57 1H 5D DRYWALL APPLICATOR $48.74 1H 5D FLOOR FINISHER $48.60 1H 5D IIIW FLOOR LAYER $48.60 1H 5D FLOOR SANDER $48.60 1H 5D MILLWRIGHT AND MACHINE ERECTORS $49.47 1H 5D PILEDRIVERS,DRIVING, PULLING,PLACING COLLARS AND WELDING $48.67 1H 5D a* SAWFILER $48.60 1H 5D SHINGLER $48.60 1H 5D STATIONARY POWER SAW OPERATOR $48.60 1H 5D STATIONARY WOODWORKING TOOLS $48.60 1H 5D CEMENT MASONS JOURNEY LEVEL $49.15 1M 5D DIVERS&TENDERS DIVER $100.28 1M 5D 8A DIVER ON STANDBY $56.68 1M 5D DIVER TENDER $52.23 1M 5D SURFACE RCV&ROV OPERATOR $52.23 1M 5D SURFACE RCV&ROV OPERATOR TENDER $48.85 IB 5A DREDGE WORKERS ASSISTANT ENGINEER $49.57 1T 5D 8L X111 ASSISTANT MATE(DECKHAND) $49.06 1T 5D 8L BOATMEN $49.57 1T 5D 8L ENGINEER WELDER $49.62 1T 5D 8L Page 1 to KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LEVERMAN,HYDRAULIC $51.19 1T 5D 8L MAINTENANCE $49.06 1T 5D 8L MATES $49.57 1T 5D 8L OILER $49.19 1T 5D 8L DRYWALL TAPERS 1 JOURNEYLEVEL $48.79 1E 5P ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $25.34 1E 5L ELECTRICIANS-INSIDE r CABLE SPLICER $61.95 2W 5L CABLE SPLICER(TUNNEL) $66.57 2W 5L CERTIFIED WELDER $59.85 2W 5L CERTIFIED WELDER(TUNNEL) $64.25 2W 5L CONSTRUCTION STOCK PERSON $31.83 2W 5L JOURNEY LEVEL $57.74 2W 5L JOURNEY LEVEL(TUNNEL) $61.95 2W 5L X11 ELECTRICIANS-MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS-POWERLINE CONSTRUCTION wr CABLE SPLICER $59.79 4A 5A CERTIFIED LINE WELDER $54.59 4A 5A GROUNDPERSON $39.07 4A 5A HEAD GROUNDPERSON $41.22 4A 5A HEAVY LINE EQUIPMENT OPERATOR $54.59 4A 5A JACKHAMMER OPERATOR $41.22 4A 5A JOURNEY LEVEL LINEPERSON $54.59 4A 5A LINE EQUIPMENT OPERATOR $46.32 4A 5A POLE SPRAYER $54.59 4A 5A POWDERPERSON $41,22 4A 5A ELECTRONIC TECHNICIANS ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1 ELEVATOR CONSTRUCTORS MECHANIC $67.91 4A 6Q MECHANIC IN CHARGE $73.87 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.60 2K 5B FENCE ERECTORS �rY FENCE ERECTOR $15.18 1 FLAGGERS JOURNEY LEVEL $33.93 1H 5D rr1 GLAZIERS JOURNEY LEVEL $48.61 1Y 5G HEAT&FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $50.28 1S 5J �rrr HEATING EQUIPMENT MECHANICS MECHANIC $59.32 1 E 6L HOD CARRIERS&MASON TENDERS JOURNEY LEVEL $41.28 1H 5D INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 Page 2 wlr KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.24 1 INLAND BOATMEN CAPTAIN $48.39 1K 56 COOK $45.36 1K 5B DECKHAND $45.36 1K 5B ENGINEER/DECKHAND $46.25 1K 5B MATE,LAUNCH OPERATOR $47.35 1K 513 INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY REMOTE CONTROL 011 CLEANER OPERATOR,FOAMER OPERATOR $31.49 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $24.91 1 TECHNICIAN $19.33 1 TV TRUCK OPERATOR $20.45 1 INSULATION APPLICATORS JOURNEY LEVEL $48.47 1M 5D IRONWORKERS JOURNEY LEVEL $54.27 10 5A LABORERS ASPHALT RAKER $41.28 1H 5D BALLAST REGULATOR MACHINE $40.03 1H 5D BATCH WEIGHMAN $33.93 1H 5D BRUSH CUTTER $40.03 1H 5D 11i1i BRUSH HOG FEEDER $40.03 1H 5D BURNERS $40.03 1H 5D CARPENTER TENDER $40.03 1 H 5D CASSION WORKER $41.28 1 H 5D 111 CEMENT DUMPER/PAVING $40.77 1 H 5D CEMENT FINISHER TENDER $40.03 1 H 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $40.03 1 H 5D CHIPPING GUN(OVER 30 LBS) $40.77 1 H 5D CHIPPING GUN(UNDER 30 LBS) $40.03 1 H 5D CHOKER SETTER $40.03 1 H 5D CHUCKTENDER $40.03 1H 5D CLEAN-UP LABORER $40.03 1H 5D CONCRETE DUMPER/CHUTE OPERATOR $40,77 1 H 5D CONCRETE FORM STRIPPER $40.03 1 H 5D CONCRETE SAW OPERATOR $40.77 1H 5D CRUSHER FEEDER $33.93 1H 5D CURING LABORER $40.03 1H 5D DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $40.03 1H 5D so DITCH DIGGER $40.03 1H 5D DIVER $41.28 1H 5D DRILL OPERATOR(HYDRAULIC,DIAMOND) $40.77 1H 5D DRILL OPERATOR,AIRTRAC $41.28 1H 5D DUMPMAN $40.03 1H 5D EPDXY TECHNICIAN $40.03 1H 5D EROSION CONTROL WORKER $40.03 1 H 5D FALLER/BUCKER,CHAIN SAW $40.77 1 H 5D FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning;NOT $30.84 1 H 5D construction debris cleanup) Page 3 KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code FINE GRADERS $40.03 1H 5D FIRE WATCH $33.93 1H 5D FORM SETTER $40.03 1 H 5D GABION BASKET BUILDER $40.03 1H 5D GENERAL LABORER $40.03 1 H 5D GRADE CHECKER&TRANSIT PERSON $41.28 1H 5D GRINDERS $40.03 1 H 5D GROUT MACHINE TENDER $40.03 1H 5D GUARDRAIL ERECTOR $40.03 1H 5D VIM HAZARDOUS WASTE WORKER LEVEL A $41.28 1 H 5D HAZARDOUS WASTE WORKER LEVEL B $40.77 1 H 5D HAZARDOUS WASTE WORKER LEVEL C $40.03 1 H 5D do HIGH SCALER $41.28 1H 5D HOD CARRIER/MORTARMAN $41,28 1H 5D JACKHAMMER $40.77 1 H 5D LASER BEAM OPERATOR $40.77 1H 5D to MANHOLE BUILDER-MUDMAN $40.77 1H 51D MATERIAL YARDMAN $40.03 1 H 5D MINER $41.28 1H 5D NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $40.77 1 H 5D PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST, GUNITE,SHOTCRETE,WATER BLASTER PAVEMENT BREAKER $40.77 1H 5D PILOT CAR $33.93 1 H 5D PIPE POT TENDER $40.77 1 H 51D PIPE RELINER(NOT INSERT TYPE) $40.77 1H 5D PIPELAYER&CAULKER $40,77 1 H 5D im PIPELAYER&CAULKER(LEAD) $41.28 1 H 5D PIPEWRAPPER $40.77 1H 5D POT TENDER $40.03 1 H 5D POWDERMAN $41,28 1H 5D POWDERMAN HELPER $40.03 1H 5D POWERJACKS $40,77 1H 5D RAILROAD SPIKE PULLER(POWER) $40.77 1H 5D +rir RE-TIMBERMAN $41.28 1H 5D RIPRAP MAN $40.03 1H 5D RODDER $40.77 1H 5D SCAFFOLD ERECTOR $40.03 1H 5D aw SCALE PERSON $40.03 1H 5D SIGNALMAN $40.03 1H 5D SLOPER(OVER 20") $40.77 1H 5D dw SLOPERSPRAYMAN $40.03 1H 5D SPREADER(CLARY POWER OR SIMILAR TYPES) $40.77 1H 5D SPREADER(CONCRETE) $40.77 1H 5D STAKE HOPPER $40.03 1H 5D go STOCKPILER $40.03 1H 5D TAMPER&SIMILAR ELECTRIC,AIR&GAS $40.77 1H 5D TAMPER(MULTIPLE&SELF PROPELLED) $40.77 1H 5D TOOLROOM MAN(AT JOB SITE) $40.03 1H 5D TOPPER-TAILER $40.03 1H 5D TRACKLABORER $40.03 1H 5D TRACK LINER(POWER) $40.77 1H 5D low Page 4 #0 KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TRUCK SPOTTER $40.03 1 H 5D TUGGER OPERATOR $40.77 1 H 5D VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $40.03 1 H 5D VIBRATOR $40.77 1H 5D VINYL SEAMER $40.03 1H 5D WELDER $40.03 1H 5D WELL-POINT LABORER $40.77 1H 5D LABORERS-UNDERGROUND SEWER&WATER GENERAL LABORER&TOPMAN $40.03 1H 5D PIPE LAYER $40.77 1 H 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1 LANDSCAPING OR PLANTING LABORERS $17.87 1 LATHERS JOURNEY LEVEL $48.74 1H 5D MARBLE SETTERS JOURNEY LEVEL $46.35 1M 5A METAL FABRICATION(IN SHOP) FITTER $15.86 1 LABORER $9.78 1 MACHINE OPERATOR $13.04 1 PAINTER $11.10 1 WELDER $15.48 1 IIY MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.40 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $34.87 2B 6Z so PLASTERERS JOURNEY LEVEL $46.63 1R 5B PLAYGROUND&PARK EQUIPMENT INSTALLERS lIlY1 JOURNEY LEVEL $8.55 1 PLUMBERS&PIPEFITTERS JOURNEY LEVEL $66.44 1G 5A POWER EQUIPMENT OPERATORS ASPHALT PLANT OPERATOR $50.39 1T 5D 8P ASSISTANT ENGINEERS $47.12 1T 5D 8P BACKHOE, EXCAVATOR SHOVEL,OVER 50 METRIC TONS TO 90 METRIC $50.94 1T 5D 8P TONS BACKHOE,EXCAVATOR SHOVEL,OVER 90 METRIC TONS $51.51 1T 5D 8P BACKHOE,EXCAVATOR,SHOVEL,OVER 30 METRIC TONS TO 50 $50.39 1T 5D 8P METRIC TONS BACKHOE,EXCAVATOR,SHOVEL,TRACTORS UNDER 15 METRIC TONS $49.48 1T 5D 8P BACKHOE,EXCAVATOR,SHOVEL,TRACTORS: 15 TO 30 METRIC TONS $49.90 1T 5D 8P BARRIER MACHINE(ZIPPER) $49.90 1T 5D 8P �IIU Page 5 err KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code BATCH PLANT OPERATOR,CONCRETE $49.90 1T 51D 8P BELT LOADERS(ELEVATING TYPE) $49.48 1T 51D 8P BOBCAT(SKID STEER) $47.12 1T 51D 8P BROKK-REMOTE DEMOLITION EQUIPMENT $47.12 1T 51D 8P BROOMS $47.12 1T 5D 8P BUMP CUTTER $49,90 1T 51D 8P CABLEWAYS $50.39 1T 5D 8P CHIPPER $49.90 1T 5D 8P COMPRESSORS $47.12 1T 5D 8P CONCRETE FINISH MACHINE-LASER SCREED $47.12 1T 5D 8P CONCRETE PUMPS $49.48 1T 5D 8P CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $49.90 1T 5D 8P CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT OVER 42 $50.39 1T 5D 8P METERS CONVEYORS $49.48 1T 5D 8P CRANE,FRICTION 100 TONS THROUGH 199 TONS $51.51 1T 5D 8P CRANE,FRICTION OVER 200 TONS $52.07 1T 5D 8P CRANES, THRU 19 TONS,WITH ATTACHMENTS $49,48 1T 5D 8P CRANES, 20-44 TONS,WITH ATTACHMENTS $49.90 1T 51D 8P CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $50.39 1T 5D 8P y WITH ATACHMENTS) CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $50.94 1T 5D 8P WITH ATTACHMENTS) CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $51.51 1T 5D 8P air WITH ATTACHMENTS) CRANES,A-FRAME, 10 TON AND UNDER $47.12 1T 5D 8P CRANES,A-FRAME,OVER 10 TON $49.48 1T 5D 8P CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $52.07 1T 5D 8P ATTACHMENTS CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $49.90 1T 5D 8P CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $50.39 1T 5D 8P CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $50.94 1T 5D 8P CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $50.94 1T 51D 8P CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $51.51 1T 5D 8P CRUSHERS $49.90 1T 51D 8P DECK ENGINEER/DECK WINCHES(POWER) $49,90 1T 5D 8P DERRICK, BUILDING $50.39 1T 5D 8P DOZER,QUAD 9,D-10,AND HD-41 $50.39 1T 5D 8P DOZERS, D-9&UNDER $49.48 1T 5D 8P aw DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $49.48 1T 5D 8P DRILLING MACHINE $49.90 1T 5D 8P ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $47.12 1T 5D 8P EQUIPMENT SERVICE ENGINEER(OILER), $49.48 1T 5D 8P �1 FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $49.90 1T 5D 8P FORK LIFTS,(3000 LBS AND OVER) $49.48 1T 5D 8P FORK LIFTS,(UNDER 3000 LBS) $47.12 1T 5D 8P GRADE ENGINEER $49.90 1T 5D 8P GRADECHECKER AND STAKEMAN $47.12 IT 5D 8P GUARDRAIL PUNCH $49.90 1T 5D 8P HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $49.48 1T 5D 8P HORIZONTAL/DIRECTIONAL DRILL LOCATOR $49.48 1T SD 8P HORIZONTAL/DIRECTIONAL DRILL OPERATOR $49.90 1T 5D 8P HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $47.12 1T 5D 8P rrf Page 6 ww KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $49.48 1T 5D 8P LOADERS,OVERHEAD(6 YD UP TO 8 YD) $50.39 1T 5D 8P LOADERS,OVERHEAD(8 YD&OVER) $50.94 1T 5D 8P LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $49.90 1T 5D 8P LOCOMOTIVES,ALL $49.90 1T 5D 8P MECHANICS,ALL $50.94 1T 5D 8P MIXERS,ASPHALT PLANT $49.90 1T 5D 8P MOTOR PATROL GRADER(FINISHING) $50.39 1T 5D 8P MOTOR PATROL GRADER(NON-FINISHING) $49.48 1T 5D 8P MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $50.39 1T 5D 8P OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $47.12 1T 5D 8P OPERATOR PAVEMENT BREAKER $47,12 1T 5D 8P PILEDRIVER(OTHER THAN CRANE MOUNT) $49,90 1T 5D 8P PLANT OILER(ASPHALT,CRUSHER) $49.48 1T 5D 8P POSTHOLE DIGGER,MECHANICAL $47.12 1T 5D 8P POWER PLANT $47,12 1T 5D 8P PUMPS,WATER $47.12 1T 5D 8P QUICK TOWER-NO CAB,UNDER 100 FEET IN HEIGHT BASED TO BOOM $47.12 1T 5D 8P REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $50.39 1T 5D 8P EQUIP Iliil RIGGER AND BELLMAN $47.12 1T 5D 8P ROLLAGON $50.39 1T 5D 8P ROLLER, OTHER THAN PLANT ROAD MIX $47,12 1T 5D 8P ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $49.48 1T 5D 8P ROTO-MILL,ROTO-GRINDER $49.90 1T 5D 8P SAWS,CONCRETE $49.48 1T 5D 8P SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $50.39 1T 5D 8P go OFF-ROAD EQUIPMENT(45 YD AND OVER) SCRAPERS,CONCRETE AND CARRY ALL $49.48 1T 5D 8P SCRAPER-SELF PROPELLED,HARD-TAIL END DUMP,ARTICULATING $49.90 1T 5D 8P OFF-ROAD EQUIPMENT(UNDER 45 YARDS) SHOTCRETE GUNITE $47,12 1T 5D 8P SLIPFORM PAVERS $50.39 1T 5D 8P SPREADER,TOPSIDER&SCREEDMAN $50.39 1T 5D 8P SUBGRADE TRIMMER $49.90 1T 5D 8P 111E TOWER BUCKET ELEVATORS $49.48 1T 5D 8P TRACTORS,(75 HP&UNDER) $49.48 1T 5D 8P TRACTORS,(OVER 75 HP) $49.90 1T 5D 8P TRANSFER MATERIAL SERVICE MACHINE $49,90 1T 5D 8P TRANSPORTERS,ALL TRACK OR TRUCK TYPE $50.39 1T 5D 8P TRENCHING MACHINES $49.48 1T 5D 8P TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $49.48 1T 5D 8P TRUCK CRANE OILER/DRIVER(100 TON&OVER) $49.90 1T 5D 8P TRUCK MOUNT PORTABLE CONVEYER $49.90 1T 5D 8P WELDER $50.39 1T 5D 8P WHEEL TRACTORS,FARMALL TYPE $47.12 1T 5D 8P YO YO PAY DOZER $49.90 1T 5D 8P POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $40,79 4A 5A SPRAY PERSON $38.73 4A 5A TREE EQUIPMENT OPERATOR $39.25 4A 5A TREE TRIMMER $36.50 4A 5A Page 7 as KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE .Code Code Code TREE TRIMMER GROUNDPERSON $27.55 4A 5A REFRIGERATION&AIR CONDITIONING MECHANICS MECHANIC $37.91 1 RESIDENTIAL BRICK MASON JOURNEY LEVEL $46.35 1 M 5A +Y� RESIDENTIAL CARPENTERS JOURNEYLEVEL $23.47 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $22.64 1 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $48.79 1E 5P RESIDENTIAL ELECTRICIANS JOURNEYLEVEL $26.24 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $34.54 1H 5G RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $17.60 1 RESIDENTIAL LABORERS JOURNEY LEVEL $23.03 1 RESIDENTIAL MARBLE SETTERS JOURNEYLEVEL $24.09 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $24.46 1 RESIDENTIAL PLUMBERS&PIPEFITTERS JOURNEY LEVEL $34.69 1 RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS JOURNEY LEVEL $62.56 1G 5A RESIDENTIAL SHEET METALWORKERS JOURNEY LEVEL(FIELD OR SHOP) $35.25 1R 6L RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $39.19 2X 5A RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $36.81 2R 5C RESIDENTIAL STONE MASONS JOURNEY LEVEL $46.35 1M 5A RESIDENTIAL TERRAZZO WORKERS JOURNEY LEVEL $45.26 1M 5A RESIDENTIAL TERRAZZOITILE FINISHERS rr JOURNEY LEVEL $21.46 1 RESIDENTIAL TILE SETTERS JOURNEY LEVEL $25.17 1 iltir ROOFERS JOURNEY LEVEL $40.05 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $43.05 1R 5A SHEET METALWORKERS aw JOURNEY LEVEL(FIELD OR SHOP) $59.32 1E 6L SHIPBUILDING &SHIP REPAIR BOILERMAKER $32.56 1H 6W w CARPENTER $33.59 16 6X ELECTRICIAN $33.45 1B 6X HEAT&FROST INSULATOR $50.28 1S 5J LABORER $32.17 1B 6X a Page 8 KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note 00 Classification WAGE Code Code Code MACHINIST $33.28 1B 6X OPERATOR $35.61 1B 6X PAINTER $33.21 1B 6X PIPEFITTER $33.18 1B 6X RIGGER $33.17 1B 6X SANDBLASTER $32.16 1B 6X SHEET METAL $33.19 1B 6X SHIPFITTER $33.17 1B 6X TRUCKER $33.04 1B 6X WAREHOUSE $33.09 1 B 6X WELDER/BURNER $33.17 1B 6X SIGN MAKERS&INSTALLERS(ELECTRICAL) SIGN INSTALLER $22.92 1 SIGN MAKER $21.36 1 SIGN MAKERS&INSTALLERS(NON-ELECTRICAL) SIGN INSTALLER $27.28 1 SIGN MAKER $33.25 1 SOFT FLOOR LAYERS JOURNEY LEVEL $39.19 2X 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $12.44 1 5S SPRINKLER FITTERS(FIRE PROTECTION) JOURNEY LEVEL $64.29 1X 5C STAGE RIGGING MECHANICS(NON STRUCTURAL) i JOURNEY LEVEL $13.23 1 STONE MASONS JOURNEY LEVEL $46.35 1M 5A STREET AND PARKING LOT SWEEPER WORKERS JOURNEY LEVEL $19.09 1 SURVEYORS CHAIN PERSON $9.35 1 r INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELECOMMUNICATION TECHNICIANS TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1 so TELEPHONE LINE CONSTRUCTION-OUTSIDE CABLE SPLICER $32.27 2B 5A HOLE DIGGER/GROUND PERSON $18.10 2B 5A INSTALLER(REPAIRER) $30.94 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $30.02 2B 5A SPECIAL APPARATUS INSTALLER 1 $32.27 2B 5A SPECIAL APPARATUS INSTALLER 11 $31.62 213 5A TELEPHONE EQUIPMENT OPERATOR(HEAVY) $32.27 26 5A TELEPHONE EQUIPMENT OPERATOR(LIGHT) $30.02 2B 5A TELEVISION GROUND PERSON $17.18 2B 5A TELEVISION LINEPERSON/INSTALLER $22.73 2B 5A TELEVISION SYSTEM TECHNICIAN $27.09 2B 5A TELEVISION TECHNICIAN $24.35 2B 5A TREE TRIMMER $30.02 213 5A TERRAZZO WORKERS JOURNEY LEVEL $45.26 1M 5A t Page 9 KING COUNTY EFFECTIVE 3-03-2010 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TILE SETTERS JOURNEY LEVEL $21.65 1 we TILE,MARBLE&TERRAZZO FINISHERS FINISHER $39.09 1B 5A TRAFFIC CONTROL STRIPERS irk JOURNEY LEVEL $38.90 1K 5A TRUCK DRIVERS ASPHALT MIX(TO 16 YARDS) $45.63 1T 5D 8L ASPHALT MIX(OVER 16 YARDS) $46.47 1T 5D 8L ur DUMP TRUCK $45.63 1T 5D 8L DUMP TRUCK&TRAILER $46.47 1T 5D 8L OTHER TRUCKS $46.47 1T 5D 8L TRANSIT MIXER $23.45 1 WELL DRILLERS &IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $17.71 1 OILER $12.97 1 WELL DRILLER $18.00 1 rr� r No Page 10 aw BENEFIT CODE KEY-EFFECTIVE 03-03-2010 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. IN I. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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 AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS 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 1 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 to HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ow 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 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 ob 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 SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY-EFFECTIVE 03-03-2010 -2- 1. Q. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10) HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS 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. aw 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 HOURS WORKED ON HOLIDAYS AND 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. go 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 irr 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 aw 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, W1r U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON 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 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 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 �r HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Y. ALL HOURS WORKED OUTSIDE THE HOURS OF 5:00 AM AND 5:00 PM(OR SUCH OTHER HOURS AS MAY BE AGREED UPON BY ANY EMPLOYER AND THE EMPLOYEE)AND ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER on DAY(10 HOURS PER DAY FOR A 4 X 10 WORKWEEK)AND ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.(EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAID AT THE STRAIGHT-TIME RATE UNTIL THEY HAVE WORKED 8 HOURS IN A DAY(10 IN A 4 X 10 WORKWEEK) Irn OR 40 HOURS DURING THAT WORKWEEK.)ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12)HOURS AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Z ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY No RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID THE STRAIGHT TIME RATE OF PAY IN ADDITION TO HOLIDAY PAY. `rr 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. M 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. BENEFIT CODE KEY-EFFECTIVE 03-03-2010 -3- D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL FLOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT(8)HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN Ili ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. Ilii 2. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 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. L. ALL HOURS WORKED ON SATURDAYS (OR ON THE REGULAR DAY OFF DURING A WORKWEEK OTHER THAN MONDAY THROUGH FRIDAY)AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, EXCEPT LABOR DAY WHICH SHALL BE PAID AT DOUBLE THE HOURLY RATE. ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 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. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. lilt S. 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, EXCEPT THE DAY AFTER THANKSGIVING,THE DAY AFTER CHRISTMAS AND A FLOATING HOLIDAY,WHICH SHALL BE PAID AT THE STRAIGHT TIME RATE IF WORKED,IN ADDITION TO HOLIDAY PAY. T. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF PAY, AND THIS RATE SHALL INCLUDE HOLIDAY PAY. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE to HOURLY RATE OF WAGE. V. ALL HOURS WORKED ON SATURDAYS AND ON MAKE-UP DAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE Ili HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. am BENEFIT CODE KEY-EFFECTIVE 03-03-2010 -4- W. THE FIRST TWO (2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT(8) r11r 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. ON A FOUR-DAY, TEN-HOUR WEEKLY SCHEDULE, EITHER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT(8)HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL OTHER HOURS WORKED ON THE FIFTH, SIXTH, AND SEVENTH DAYS AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. lru X. ALL HOURS WORKED MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 6:00 P.M.AND 6:00 A.M. AND ALL HOURS 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. +rr 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). 11111 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). �1r 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). r 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 rrr 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). y K. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY (9). rlr 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 1t1n1 DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS DAY(9). i N. HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS' DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS' DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). P. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). IF A +fir HOLIDAY FALLS ON SUNDAY,THE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY. ow BENEFIT CODE KEY-EFFECTIVE 03-03-2010 -5- Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,ONE-HALF DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY.(7 1/2). ka 5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY,AND CHRISTMAS DAY(7). T. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR 111 DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR AFTER CHRISTMAS(9). 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. W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS-NEW YEAR'S DAY,THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8). Y. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). 6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8). I B. PAID HOLIDAYS: NEW YEAR'S EVE DAY,NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(9). E. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE OR AFTER NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2). F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY(11). G. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING IIS 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, as THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY_ PRESIDENTS'DAY. r BENEFIT CODE KEY-EFFECTIVE 03-03-2010 -6- aw T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY,THE LAST WORKING DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9). oft 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). wm V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE(9). W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY, MEMORIAL DAY, err 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, to MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11). Y. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR 9w DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A FLOATING HOLIDAY(9). Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7). IF A HOLIDAY FALLS ON SATURDAY,THE PRECEDING FRIDAY SHALL BE CONSIDERED AS THE HOLIDAY. IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDERED AS THE HOLIDAY. NOTE CODES 8. A. 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'-$2.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100'TO 150'-$3.00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150'TO 220'-$4.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 220'-$5.00 PER FOOT FOR EACH FOOT OVER 220 FEET r C. 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. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A &B: 51.00, yy� 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 rr P. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-CLASS A SUIT: $2.00, CLASS B SUIT:$1.50, CLASS C SUIT:$1.00,AND CLASS D SUIT$0.50. rr +rr air (Irl ,+., � �--.s '�*�3.� 'fX„- �` x` 1, u Aar'^ .�•. ��`�:� ,.""a a� � 5,a. �S�"` �` '�§.f?r���'+ .� �"'�`"�__� y'1-' r 5 i } �, 'S j X` R• � R R } E � r f r $ i 1 r � 3 { rs , REQUIREIN ENTS FOR THE PREVENTION OFF NVIRONMENTAL POLLUTION AND PRESERVATION OF PU 3LIC NATU)2AI RPSOURCES - — WA In accordance with the provisions of Chapter 62, Laws of 1973, H: B. 621, the Contract or shall secure any permits or licenses required by, and comply fully with all provisions of the following laws, ordinances,and resolutions: re . King County Ordinance No. 1527 requires Building and Land Development Division and Hydraulics Division review of grading and falling 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 Kin- . . . __.County Ordinance No 800 No 900 No 1006 and Resolution'No 8778 No 24553 No 24834, No. 6894 and No 11242 contained in King County Code Titles 8 and 10 are provisions for disposition of refuse and litter in a licensed disposal site and provide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency. Regulation I- A regulation to control the emission of air rrr contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce, Snohomish, and Kitsap Counties)in accordance wiih'the Washington Clean Air Act,R.C.W. 70.94. r WASIIINGTON STATE DEPARTMENT OF ECOLOGY rr 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 1. �r R.C.W. 90. 8: 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 rrr 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 Iaw also provides for civil penalties of$5,000/day for each violation. R_C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which *A there is a valid permit. R.C.W. 76-04.370: Provide for abatement of additional fire hazard(lands upon which there is forest to 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. an R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. IAW H:IDIVISION,S\UTII..rIIE.SiWATERIRICK\Springbrpok Spin.-ABIDSPEC.DOC/bh r REQUIREMENTS FOR THE:PREVENTIONOF ENVIRONM-'ENTAL;POLLUTION AND PRESFRVAirION OF PUBLIC NAT iRAL RESOURCES R.C.W. 70.94.660: Provides for issuance of burning permits for abating or prevention of forest fire hazards,instruction or agricultural operations_ R.C_W. 76-.04.310: Stipulates that everyone clearing land or clearing right-of-way shall;pile and burn or dispose of by giber 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 ih compliance with the law requiring;burning'permits. R. C. W. 78-44: Laws governing surface mining (including sand, gravel, stone,and earth frorn irr borrow pits) which provide for fees acid permits, plan or operation, reclamation plan, bonding, and inspection of operations. Aw W:A:C. 332-18: Delineates all requirements of R.C.W. 76-04 pertaining to land clearing and burning. U.S.ARMY CORPS OF ENGINEERS Section 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 ■r at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act (PL92-500 86 Stat 816)- Authorizes the srr Secretary of the Army, acting through the Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section,13 of the River and Harbor Act approved March 3 1899: Provides that discharge of refuse without a permit into navigable waters is prohibited. Violation is punishable by fine. Any citizen may file a complaint with the U.S.Attorney and share a portion of the fine. PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION ow 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 we 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, Iand fills, gravel pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Development Division. Wy H:\DrVISION.S\U77tLrTIE.S1wATER\RICK1Spriugbrook Springs%BIDSPEC.DOCIbh nrr ; REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC'NA.TURAL RESOURCES AW WASHINGTONSTATE DEPARTMENT OF FISHERIES AND GAME Chapter 112 Laws of 1949• Requires hydraulics permit on certain projects: (King County Department of Public Works will obtain,) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: `Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of nr Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surface or ground water(such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity). W.A.C.508-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A_C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A_C.508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design,etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for i recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. ar 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 pennit for any surface mining operation(including sand, gravel,stone, and earth from borrow pits)- UNITED STATES ARMY CORPS OF ENGINEERS rr Section 10 of River and Harbor Act of March 3 1899• Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits)on navigable waters (King County Department of Public Works will obtain.) H:\DIVISION.S\UTILrM.SIWATERIRICK�Springbrook Springs\B1DS1'ECD0Chh REQUIREMENTS FOR THEPREVENTION OF ENVIRONMENTAL POLLUTION ANIS PRESERVATION OF PUBLIC NA'T'URAL RESOURCES err FIRE PROTECTION DISTRICT R-CM. 52.28.010, 52.28.020 5228.030 52.28.040 5228.050: Provides authority for requirements of, and penalties for failure to secure a fire permit.for building an open fire within a fire protection district. r UNITED STATES COAST GUARD' Section 9 of River and Harbor Act of March 3199, General Bridge Act of March 23 1906 and General Bridge Act of 1946 as amended August 2 1956 Recjuires a permit for construction of bridge on navigable waters (King Cflvnty Department of Public Works :*till obtain). King County Department of Public Works will carrply with pertinent sections of the following laws while securing the aforementioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969,Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(d) (2)(iii) of Regulation 1: Request for verification of population density. Contractor should be sure his operations are in C'Q ' fiance with Regulation I,particularly Section 9.02 (outdoor fires), Section 9.04(particulate matter --dust), and Section 9.15 (preventing particulate matter from becoming airborne). ENVIRONMENTAL PROTECTION AGENCY err Title 40, Chapter Ic Part 6I: 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. No All permits will be available at construction site. irr owH:\DIVISION.$\tTITLnM.SIWATER\R]CK\Springbrook Springs\AtDSPEC.DOGbh war III $a€„- t� I � � S��',��.'S -''�" ✓>ti* a c � � t - � �'�' "� t*�£ ,s �z 'tX"�`S �" s m„�� � ;„ -•t *r ;t f r.� � i s �s d � c � 3 � U k 2 { l X J z iF r a i w X � T tk �t City of Renton SPECIAL PROVISIONS SPECIAL PROVISIONS .... ......................... ........ .................0..................9 1-01 DEFINITIONS AND TERMS.............. ........ ................. ............... ..9 1-01.1 General..... ........ .................... ............. ........ ..... ........ .......... ..........9 E? 1-01.3 Definitions......... .................................. ........ ...... ............................. 9 1-02...BIU PROCEDURES AND CONDITIONS ........ ......................... 11 1-02.6 Preparation of Proposal................... ......... ...........................6...... 11 1-02.6(1) Proprietary Information .. .................... ....0. ........ ............... . 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.................................01.0.........0.0-06......4-000......0*0 11 1-03.3 Execution of Contract.............. ........ ......... ..... ........................... 12 L 1-04 SCOPE OF WORD 1-04.2 Coordination of Contract Documents... .....o......................_000.... 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.........................0—oo......*.o.o.*1*o.......—......o..*....oo..&. 13 t 1-05 CONTROL OF WORK............ o..o.o... o...........—............... 13 1-05.4 Conformity With and Deviation from Plans and Stakes... .......13 1-05.4(3) Contractor Supplied Surveying.............„..... ......... ................14 y ` 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...........0............................ 17 H-.\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs\23-City•Special Provs-2006-DC03.doc1 1-05.18 Contractors 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 T'11E PUBLIC.................wo....... 60*.6..... 0....to........too...*6.6...0..*.......*0... 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 1-07.17 Utilities and Similar Facilities..........................................,.........22 1-07.17(1) Interruption of Services............ ......*0000.23 1-07.18 °Public Liability and Property Damage Insurance ...................23 1-07.22 Use of Ezplosives............. ............... ...........................................26 1-07.23(1) Construction Under Traffic ............... ....................0...4.0........26 1-08 PROSECUTION AND PROGRESS. .............................................28 1-08.0 Preliminary Matters.................e....... o.o...o.......**to....o...... 28 1-08.4(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,.,,.,,,W.....N......p•..4N...•.H.,,,.4......•,............N.....32 p 1481.9 Liquidated Damages. ........ ....... ......... ...... ..................................32 1-08.11 Contractor's Plant and Equipment......... .......................4..,.......33 H:\F'ile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Duvall Ave-Union Ave Repair\l605 FINAL SPECS-start old Dayton specs\23-City-Special Provs-2006-DCv03.doc2 1.08.12 Ari. i n,to: Vrk.........N,NN...NN.sN..... 33 1-09 MEAS +' , NT AND PAYMENT..*ii..... ..OL,...:.#...... ............... `33 1-09.1 Measurement of Quantities ......,..N.N......... ...»... ....... »............ .33 r 1-09.3 Scope of Payment..................... .............. 34 1-09.7 Mobilization..... ....... ................ ..N................,.N........... ......... ...... 35 1-09.9 Payments. ...N..,°.........................................».. N...........................,....35 1-09.9(1) Retainage,......................... ....N.N.... ,............N..................,..N.....35 1-09.11(2) Claims'„N....F............................N...,......r...N.............................to.37 1-09r13(3)B 'Procedures to Pursue Arbitration.N.....N....,N.........►............3$ 1 ;0 ". 4 Payment C . uleNL♦♦ I.Je�ton • ♦ •.I..f iY..ifi ...f1f,.,.N...i..iN.l,r...r..38 1-10 TEMPORARY'I`RAFFICCONTROL..,i..............N........N,.....:... .40 1�-10.1 General ...} .....,. .,N... ..................N...N. ......N. ,...., ..,N.....................40 1-10.2(l)R Traffic Control Supervisor........ .N..,.. ...N..............................41 140.2(2) Traffic Control Plans....................................................... ....... 41 1-10.3(3) Construction.Signs............,........... ......N..,.........N.....................41 1-1044 Measurement... ....... .......................N........►..............,.... ...NN. .......41 14-0.5 Payment........... ... ..................f..............,..N.........,...............N........*41 1-11 RENTON SURVEYING STANDARDS..:... ..................................42 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP...........47 2-01.1 Description .N...........:........................................... ........ .........0...... 47 2-01..2 Disposal of Usable Material and Debris N....................................47 .2--01.5 .Payment.,.r..,,......NN..•,...•.............................»....,.........f.f..............,N`47 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS .............'47 2-02.3(3) Removal of Pavement, Sidewalks,and Curbs..........N.N.........47 2-02.4 Measurement. ............................ .... ........ ................... . .............. 48 v 2-02.5 Payment.....N............................................►..............,►.........,N..........48 2-03 ROADWAY EXCAVATION AND EMBANKMENT:...................48 2-03.3 Construction Requirements................................. ........................48 2-03.4 Measurement................................................N................................49 } H:Tile Sys\SWP-Surfacc Water Projects\SWP-27-Surface Water Projects(CFP)127-3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs123-City-Special Provs-2006-DCvO3.doc3 2-03.5 Payment............................. ...................,........................................49 2-04 HAUL ..... . ......................... ....... .... ..............................................50 2-04.5 Payment............ ................................. ........................... ........ ......50 2-06 SUBGRADE PREPARATION........................................................50 2-06.5 Measurement and Payment...................... ................................0 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..................•.....,.,.........•...........NN............M......,1.,....0.50 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:1File Sys\SWP-Surface Water ProjectslSWP-27 Surface Water Projects(C P)Z7-3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-'start old Dayton specs123-City-SpecialProvs-2006-DCv03.doc4 7-08.3(1)C Bedding the Pipe ...................... .......... .....,, ........ ......,......0.0.62 7-08.3(2)A Survey Line and Grade,.......o.... ............62 7-08.3(2)B Pipe Laying-General ...................... ....................................62 7-08.3(2)E Rubber Gasketed Joints ............ ........................ ..................63 7-08.3(2)H Sewer LineConnections............................................... ........63 7-08.3(2)) Placing PVC Pipe...................oo.._....o................o-o—o.......o..*..*.63 7-08.4 Measurement........o....o.00....oo...o...............oo-_........o.*............o..o........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..............................o.............65 7-09.3(21) Concrete Thrust Blocking and Dead-Man Block........ .......65 5: 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(20 Joint Restraint Systems............ . ........ ..................................67 .� 7-09.4 Measurement................... 69.............................:................................. Y 7-09.5 Payment..........................................................................................69 7-12 VALVES FOR WATER MAINS......................................................70 7-12.3(l) Installation of Valve Marker Post,.................—.....o ...o............ 70 712.3(2) Adjust Existing Valve Box to Grade...........o...........000....o.o.....o70 7-12.4 Measurement..................................................................................70 7-12.5 Payment....................................................... ..................................70 :x 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 3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs\23-City-Special Provs-2006-DCv03.doc5 7-14.3(3) Resetizng 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..........................................o......o............ 73 7-17.4 Measurement.. ................... ................................ ..........................74 7-17.5 Payment......:........... ....... ......... ................................. ................74 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment..........................................................................................75 8-13 MONUMENT CASES. ........................................... ................ .......75 8-13.1 Description ...............» ....................................................................75 8-13.3 Construction Requirements...... ................. ....... ..... .................. 75 8-13.4 Measurement.............................. ..................................................75 8-13.5 Payment.................... .....................................................................75 8-14 CEMENT CONCRETE SIDEWALKS........ ....... .................. ......76 8-14.3(4) Curing............... ........................................................................ 76 8-14.4 Measurement................................................. ................................76 8-14.5 Payment..........................................................................................76 8-17 IMPACT ATTENUATOR SYSTEMS. ...... .........s ......... ...... .......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)\27-3350 Duvall Avc-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs\23-City-Special Provs-2006-DCv03.doc6 r 8-22.1 _ Description ......................................... ........ ....... ....... ...... ........77 8-22.3(5),Jnstallation Instructions..,.•..,.,,....................r.,.,.r.+......•............ 78 8-22.5 Payment.r..........,.. .•..•.................L,.r,.N.N.,.....,,,.,,e...........,....... b.. 78 E) 8-23 TEMPORARY PAVEMENT MARKINGS....................................'78 8-23.5 Payment........................................... *.0.....04.......0.........0.78 8-24.3(1) Rock Wall............. ...............................•.. ......,......... ..............,..78 9-03.8(2) H1VIA 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 L 9-0 :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................................r.. 82 9-08 RAMS..... ......... .................................. .......,. .... ...........................88 ,w 9-08.8 Manhole Coating System Products... ........ .................................88 9-23 CONCRETE CURING MATERIALSA.ND`ADMIXTURES......90 9-23,9 Fly Ash (RC).................................................................. ....... ........90 . F 'tV TER DISTRIBUTION MATERIALS. ....................................91 931}.3(1) Gate Valves (3inches to 12 inches)...........................................91 9-30.3(3) Butterfly Valu+es,,::....,r..:........ .......:....... ..............6...................91 9-3 .3(5) Valve Marker Posts.. .01# ,....... .............. ................0..................92 9-30.3(7) Combination Air ReleasgAl,r vacuum Valves........................92 930.3(8) Tapping Sleeve and Valve Assembly.... .............. ......... ..........92 a; :30.3(9) Blow-Off Assembly .......... ...... ....... .........................................92 930.5 Hydrants.. ........ ....... ......... .....:.. ..:..... ....... .................................92 H:Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CTP)127-3350 Duvall Ave-Union Ave Repair\1605 FINAL SPECS-start old Dayton specs\23-City-Special Provs-2006-DCv03.doc7 9-30.5(1) End Connections (RC)... ................................. ....... ................92 9-30.5(2) Hydrant Dimensions..... ...........................................................92 9-30.6(3)$ Polyethylene Pipe .................................................................. 93 9-30.6(4) Service Fittings..... ........................................... ........................93 9-30.6(5) Meter Setters'................................................... .........................93 H:\File Sys\SWP•Surface Water Prajects\SWP-27-Surface Water Projects(CIP)\27-3350 Duvall Ave-Union Ave RepaiAl605 FINAL SPECS-start old Dayton specs\23-City-Special Provs-2006-DCv03.doc8 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. Consulting Engineer The:Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. 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. 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. 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. t Contract Completion Date: The,date by which the work is contractually required to be completed. Final Acceptance Da#e:Tl .d the; ;. t arming Agency accepts the work as complete per the contract requiremez ' Day Unless otherwise designated, days),as used iii the C�Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized represeti fattve;tir tiuthori d member of a licensed consulting firm retained by Owner for the construction engineering of a specific public works project. HAFile Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 M SPECS-FINAL Union-Duval1\23a-City-Special Proys-2006-DCv03.doc9 '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 area 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,benchmarks,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(CII')\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc10 Utility Public or private fixedim , vement for the transportation of fluids,gases,power,signals,or communications and�s alunderstood to include tracks;overhead and underground wires,cables, pipelines;conduits,ducts,sewers,or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 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. Vendors should, in the bid proposal, identify clearly any material(s) which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials and claimed to be exempt,.along with a Statement of the basis for such claim of exemption. The Department(or State)will give notice to the vendor of any request for disclosure of such information received within 5 (five)years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact,so exempt., 1-02:12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date 'and time for bid opening. Notification to bidder will be by addenda. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bibs 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 sig stated in'the call for bids or special provisions.The City reserves the right however to award all or apy scchedule of a bid to the lowest bidder at its discretion. 103.2 Award of Contract Section 1-03.2 is supplemented with the following The contract, bond form, and all othO,, f� '; eiecution, together with a list of all other forms or documents required to be submitfal by, tuecessful bidder, will be forwarded to the successful bidder within 10 days of the. award. The pumber of copies to be executed by the Contractor shall be determined by the Contracting Agency. Ei ' i H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\i 605 „ SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.docl I 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 completed, by the Contractor, the successful bidder shall return the signed Contracting Agency- prepared contraet,'an insurance-certification as required by Section 1-47.18,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 circumstanceswarrant 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: -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 H\File Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doe12 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 accomplishme ;pf,the.work, funds any discrepancy between the Plates and the LLphysical condition of the locality as Tq resenied in the Plans, or any such errors or omissions in respect to design or mode of consttstion in the Plans or,in the layout as given by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery, until correction of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is involved,the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications, 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a-formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case-by-case basis. 1-04.8' Progress Estimates and Payments Section 1-04.8 is supplemented as fellows: 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 tate 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.i 1 is supplemented as follows: All salvagematerial as noted on the plans and taken from any of the discarded facilities shall, at the engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation _ will be made. The contract price for "Finish and Cleanup, lump sum," shall be full compensation for all work, equipment and,materials required to perform final cleanup. If this pay item does not appear in the contract documents then-final clean up shall be considered incidental to the contract and to other pay item and no further compensation shall be made. 1-05 CONTROL OF WORK 1-05.4 iConfbrmity With and Deviation from Plans and Stakes Sec�tiop 1-05.4 is supplemented with the following: If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 1-11 and elsewhere in these specifications as being provided by the Engineer. All costs for this survey work shall be included in"Contractor Supplied Surveying,"per lump sum. The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines,slopes, and grades as stipulated in Sections 1-05.4 and will perform such work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site which has been prepared to permit construction staking to proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or Contractor supplied surveyor adequate time for setting stakes. H:\File Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.docl3 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 compensationbyreason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade,will not be allowed unless'the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery,be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these specifications. The Contractor shall keep updated survey field notes in a standard field`book and in a format set by the Engineer, per Section 1-11.1(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 deductedfrom ironies due or tobecomedue the Contractor. All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying"per lump sum if that item is included in the contracts: 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3)is a new section: When the contract provides for Contractor Supplied Surveying,the Contractor shell supply the survey work required for the project. The'Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey,work shall be done in accordance with Sections 1-05.4 and 1- 11. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the plans that prevent the Contractor and/or Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors,discrepancies,and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perforin 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: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave=Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-I5Cv03.doc14 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 En ` deems necessary, the Engineer may elect to provide at Ct trot for expense, a surveyor to prove As-Hint records and other work as directed by the Engineer:'The,Engineer shall deductecperises'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 "Contractor Supplied Surveying:" 1-05.4(4) Contractor Provided As-wilt Information' Section 1-05.4(4)is a new section: It shall be the contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the contractor's responsibility to have his surveyor locate by centerline station, offset and elevation each major item of work done under this contract per the survey standard of Section 1-11. Major items of work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants,Major Changes in Design Grade,Vaults, Culverts,Signal Poles,Electrical Cabinets. After the completion of the work covered by this contract,;the contractors surveyor shall provide to the City the hard covered field book(s)containing the as-built notes and one set of white prints of the project drawings upon which he has plotted the notes of the contractor locating existing utilities, and one set of white prints of the 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 Section 1-05.7 is supplemented as follows: Contractor shall promptly replace and re-execute work by Contractor forces, in accordance with the intent of the Contract and without expense to Owner, and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If Contractor does not remove such condemned work and materials and commence re-execution of the work within 7 calendar days:of 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 of the notice to Contractor of the fact of such removal, Owner may, upon an additional 10 calendar days' written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from moneys due to Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. Owner may bid at any such sale. Contractor shall be liable to Owner for the amount of any deficiency,from any funds otherwise due Contractor.` 1-05.10 Guarantees 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 H:\File Sys\SWP-Surface Water Projects\5WP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.docl5 it with non defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency�exists,the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.8 "Owners Right to Correct Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized work discovered after one year but prior to the expiration of the legal time period set.' forthin 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 taw 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 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) Finan 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)\27.3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc16 will set a date for Final Inspection.The Engineer and the CQntratnr will-then make a final Inspection and the Engineer will notify the Contractor in writing of allPO",' aa it,which the Final Inspection revels the Work incomplete,of unacceptable. The Contractor s(ia I idwaW'iately take such corrective measures as are necessaryto remedy the: listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies; the Engineer may, upon Written Notice to the Contractor, rake whatever steps are necessWto 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 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 CityCouncil formally approves acceptance of the Contract. 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 the introduction and storage of their;materials and the execution of their respective work and shall properly connect and coordinate Contractor's work with theirs. Other utilities,districts,agencies,and contractors who may be working within the project area are: 1. Puget Sound Energy(gas and electric) 2. AT&T Broadband 3. QWest Communications 4. City of Renton(water, sewer,transportation) 5. Soos Creek Sewer and Water District E>, 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP')\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.docl7 1-05,18 Contractor's Daily 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 trust 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 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, 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 toprovidea 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 "Contractoes 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvalI\23a-City-Special Provs-2006-I)Cv03.doc18 1-06 CON'1 OU OF'MATERIAL 1-06.1 A val ofMaI terials Prior to Use Secti'driJ-06.1 is;supplemented as follows: The Materials and equipment lists submitted to Engineer at the Preconstructon Conference shall rnclude.the'quantity, manufacturer and model number, if applicable, of materials and equipment to be inst�lled.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, notingrequired corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within one week after receipt of required'corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility,for suitability for the intended purpose, nor for deviations from the Contract Documents. 146.2(1) ; Samples and Tests f©rAcceptance Section 1-06.2(1)is supplemented a follows: The finished Work shall be in accordance with approved samples.' Approval of samples by Engineer does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-46.2(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 Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: Contractor shall erect and properly maintain, at all times, as required by the conditions and progress 'of the work, all necessary safeguards for protection'of workers and the public;'shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and P osition 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 public observation,shall be provided and maintained by Contractor. it tritr# rnehta[l egiuti#its _ Pro�ecf SVM 27 .' Section 1-01.15 is supplemented as follows. "l .Contractor shall comply with all construction related provisions of the:HPA and other permits obtained by the City. 1`he''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. 147.6 Permits and Licenses Section 1-07.6 is supplemented as follows: HAF11e Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 `" SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-1)Cv03.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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc20 1-07.15 Temporary Water`Poflution/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. 1-0714. :ResPtinsiarh for Iymage. Project SP 2fi= Section 1-07.14 is supplemented by adding the following; All references to the"State","Commission","Secretary", "Department",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. 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. Basements,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 .r 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 4: debris. The contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(EIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-SpecialProvs-2006-DCv03.doc21 side sewer contractors for all work, including excavation and backfill,on easements or rights-of-way which have lawn areas. All fences,markers,mailboxes,or other tempo obstacles'shalll be y removed by the contractor and immediately replace,after the trench is backfilled,in theiroriginal position. The contractor shall notify the Contracting Agency and property Owner at least 24 hours in advance of any work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work shall be done to the satisfaction of the property Owners and the Contracting Agency at the expense of the contractor. D. Streets. The contractor will assume all responsibility of restoration of the surface of all streets(traveled ways)used by him if damaged: In the event the contractor does not have tabor or material immediately available to make necessary repairs, the contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the contractor. The contractor is responsible for identifying and documenting any damage that is pre-existingor caused by others.Restoration of excavation in City streets shall be done in accordancwith the ity 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. 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 1-800424-5555 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 H:\File Sys\SWP-Surface Water Prc jects\SWP27-Surface Water Projects(CiP)\27.3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs 2006-DCv03.aoc22 Utilities Location.Cen*by telephone of the planned excavationaW progress schedule. Contractor is also warned that there hm' y be utilities on the project that are not part of the One Call system. They must be contacted directlyby Contractor for locations. Contractorshall, snake arrangements 48 hours in advance with respective utility owners to have a g p ty representative present when their utility is exposed or modified,if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may, be completed before�Contractor begins work, or maybeperformed 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. g If or when utility`conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and Contractor shall consider such costs to be incidental to the other items of the contract. Utility potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described'in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 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(l) 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 tie:cam of any utility outage that has exceeded or will exceed four hours, user contact shall again be thade. 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 1-07.1$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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc23 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 requiredinsurance has been obtained and approved by the Contrasting 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 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: • 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duval1\23a City-Special Provs-2006-DCv03.doc24 + Broad Form Property Damage + Independent Contractors • PersonaVAdvertising 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. T E. Professional Liability- (whenever the work under this Contract includes Professional Liability, (i.e. architectural, engineering, advertising, or computer programming) the CONTRACTOR shall maintain professional liability covering wrongful acts, errors and/or omissions of the CONTRACTOR for damage sustained by reason of or in the course of operations under this Contract. F. The Contracting Agency reserves the right to request and/or require additional coverages as may be appropriate based on work performed(i.e.pollution liability). CONTRACTOR shall Name CITY OF RENTON, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The CONTRACTOR shall provide CITY OF RENTON Certificates of Insurance prior to commencement of work.The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate.Further,all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self- insurance carried by CITY OF RENTON. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause(Cross Liability) D. Policy may not be non-renewed, canceled or materially changed or altered unless forty- five (45) days prior written notice is provided to CITY OF RENTON. Notification shall be provided to CITY OF RENTON by certified mail. 1-07.18(3) Limits LIMITS REQUIRED Providing coverage in these stated amounts shall not be construed to relieve the contractor from liability in excess of such limits. The CONTRACTOR shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000** Products/Completed Operations 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 A mm bile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) 'VorkersCoMposation 16 Statutory Benefits-Coverage A Variable' (Show Washington Labor and Industries Number) Umbrella Liability H-Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc25 Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 Prof gssional Liabili !If reauiredl Each Occurrence/Incident/Claim $1,000,000 Aggregate $2,000,000 The City may require the CONTRACTOR to keep professional liability coverage in effect for up to two(2)years after completion of the project. The Contractor shall promptly advise the CITY OF RENTON in writing in tate event any general aggregate or other aggregate limits are reduced. At their own expense,the CONTRACTOR will reinstate the aggregate to comply with the minimum limits and requirements as stated in Section 1-07.18(3) and shall furnish the CITY OF RENTON a new Certificate of Insurance showing such coverage is in force. 1-07.1.8(4) Evidence of Insurance: Within 20 days of award of the contract the CONTRACTOR shall provide evidence of insurance by submitting to the CONTRACTING AGENCY the following: 1. City of Renton Insurance Information Form(attached herein)without modification. 2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(l), 1-07.1$(2), and 1=07.18(3) as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder"; B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company,its agents or representatives". C. Amend the cancellation clause to state: "Policy may not be non-renewed, canceled or materially changed or altered unless 45 days prior written notice is provided to the City". Notification shall be provided to the City by certified mail. For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specificauthority 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc26 complaints;omp amtst 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 vehicular and pedestrian traffic. All cost to maintain the roads shall be borne byContractor. 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 course of theproject. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. Contractor shall notify and coordinate with allproperty owners and tenants of street closures,.or other restrictions which may interfere with their access—at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. Contractor shall give a copy of all notices to Engineer. When the abutting owners'access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not'be closed until the replacement access 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 R 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 factor 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\SWI'-27-Surface Water.Projects(CIP)\27-3330 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvail\23a-City-Special Provs-2006-DCvo3.doc27 The Contractor shall be responsible forproviding, 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 privateproperty 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 famish 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 carefudly 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) 4 List of materials fabricated or manufactured off the project Material sources on the project 3 Names of principal suppliers 4 Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) 4 Weighted wage rates for all employee classifications anticipated to be used on Project Cost percentage breakdown forlumpsum bid item(s) 3 Shop Drawings(bring preliminary list) 3, Traffic Control Plans(3+copies) 3 Temporary Water Pollution/Erosion Control Plan In addition,the Contractor shall be prepared to address: Bonds and insurance Project ineetings 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 employeesand representatives H:\File Sys\SWP-Surface Water PrcdcM\SWP-27-Surface Vater Projects(CIP)\27-3350 Union Ave-Duvall Ave\1505 SPECS-FINAL Union-Duval1\23a-City-Special Provs-2006-DCv03.doc28 ifit* ,work.time extensions Cltdures Prggress-elates-procedures for payment Special req tie eats 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 preconstructon conference, and Contractor should be prepared,for their review and discussion of progress schedule and coordination. 1-08.1 Subcontracting Section 1-48.1 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. 48.1(3): Fours of Work Except in the case of emergency or unless otherwise approved by the Contracting Agency,the normal strut time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and:6:00 pm. of a working day, with a maximum l-hour lunch break and a 5-day work week. The nomaai 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 from the public or adjoining property owners4egarding.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 then Agency or Engineer.These conditions may,include but are not limited to : requiring the Etteer or such assistants as the Engineer may'deem necessary to be present during the Work; Con= the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid R 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(CTP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.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 testinglab; 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 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: I. 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 suchrevisedschedule 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 Projeets\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a City-Special Provs-2006-DC01&60 Contractor shall prom tly report to Engineer any conditions which Contractor:feels will require revision of the se "and shall ppromptly submit proposed revisions in the progress schedule for acceptance by Ener"When such changes are accepted by Engineer,the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth specific work to be performed the following week,and a tentative schedule for the second week. .;Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met, Engineer will,require Contractor to"submit a revisedschedule 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 perfb7 n ante 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 band and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer.The Contractor shall commence construction activities,on the Project Site within ten days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. There shall be no voluntary shutdowns or slowing of operations 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 1-48.5 are deleted and replaced with the following: The, lc>rl 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 t begin on the Notice To Proceed Date,and shall end on the Contract'Completion Date". ncirtworking day is defined as a Saturday, a Sunday, a day on which the contract specifically ndswoxk,or one of these Holidays. January 1,Memorial Day,July 4, Labor Day,November 11, giving Day,the day after.Thaksgav' and Christmas Day.The day before Christmas shall be a holiday when Christmas Day occurs on a-uesday.or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Mt nday, '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:\FY le Sys\SWP-Surface Water Projects\SwP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.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 specked in Sections 1-05.11 and 1-05.1.2. 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 Contractin* 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 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 I- 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'l-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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc32 1-08.11 Cont>ractoes.Plaut and Equipment The contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontraetos plant and equipment. The Owner shall have the right to make use of the contractor's plantand equipment in the performance of any work on the site of the work. The use by the Owner of such plant and equipment shall be considered as extra work and paid for accordingly. Neither the,Owner nor the engineer assumes any responsibility,at any time, for the security of the site from the time contractor's operations have commenced until final acceptance of the work by the engineer and the Owner. The contractor shall employ such measures as additional fencing, barricades,and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. 1-0812 Attention to Work Section 1-08.12 is a new section: The contractor shall give his personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully,and when he is not personally present on the work site,he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the contractor. The contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1. supplemented by adding the following: Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s)submitted at the preconstruction conference. The,Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the iteams included in the lump sum together with a unit price of labor, materials, and equipment for each item:. The summation of the detailed unit prices for each item shall add up to the lump sum` bid. The unit price values may be used as a guideline for determining progress payments or `deductions or additions in payment for ordered work changes. uhk Yard;Quantities. Contractor shall provide truck trip tickets`for progress payments only in the fllowirng manner.'Where items are specified to be paid by the cubic yard,the following tally system s1lt be used. .All trucks.to be employed on this work will be measured to determine the volume of each truck. Each truck shall be clearly numbered,to the satisfaction of Engineer,and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered-on the protect. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3' Drivers name,date and time of delivery ration of delivery,by street and stationing on each street 3 Place for Engineer to acknowledge'receipt 6 Pay item number H.Tle Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc33 i 7 Contract number and/orname 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. 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(stampedat 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 nein 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc34 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 Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office,buildings, and other facilities necessary for work on the project;providing sanitary facilities for Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by Owner. 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. Payment will be made for the following bid item(s): "Mobilization,"Lump Sum. 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 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(l)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 nested,delivers to Owner a complete release of all liens arising out of this Contract,or receipts in iat lieu thereof,and, if required in either case, an aff davit that so far as Contractor has knowledge or�rtion,the release and receipts include all labor and materials for which a lien could be filed: :L butt 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 AgebWs Ri ht Witbhold and Disburse Certain Amounts Section 1-09.9(2)is a new section: H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27.3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc35 t '< - In addition to monies retained pursuant to RCW 60:2$ andsubject 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. 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, L 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. H-.Wile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc36 1-09.9(3) Fieitai Patent Section 1-09.9(2):is a new sections 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 shallbe and shall operate as a release: 1. to the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in statedamounts as may be specifically excepted in writing by the Contractor; 2. for all-things done or furnished in connection with the Work; 3. for every act and neglect by the Contracting Agency;and 4. for all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall' not release the Contractor or the Contractor's Surety from any,obligation required under the terms of the`Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency,the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts paid to the DB,MBE or WBE subcontractors regardless of tier. On Federally-funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications.' If the Contractor fails,refuses,or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the contract,the Contracting Agency reserves the right to establish a completion date and unilaterally accept the contract. Unilateral acceptance will occur only;after(he Contractor has been providedthe 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 far 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). . c I 149.11(2) _ arms Paragraph 5 is revised as follows: Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-09.9. 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence l 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc37 1-09-13(3)B Procedures to Pursue Arbitration Section - 9. 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 film* 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 protestor 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a City-Special-Provs-2006-DCv03.docM Union Ave NE/Duvall`Ave NE Storm System Project 1-09.14 Psyment I Schodtiie New Section) Project SV1tP-27-3146, 3350 General -Scope A. Payment for the various items of the Bid Sheets, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies;and manufactured articles, and for all labor,operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public regulations of public agencies having jurisdiction, including Safety and Health Administration of the US Department of Labor(OSHA). B. The Owner shall not pay for material quantities that exceed the actual measured amount used and approved by the ENGINEER. C. It is the intention of these specifications that the performance of all work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. Work and material not specifically listed in the proposal but required in the plans, specifications, and general construction practice, shall be 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. Basis For Award The construction contract will be awarded by the City of Renton to the lowest, responsible; responsive bidder. The bidder shall bid on all bid schedule items of all schedules set forth in the bid forms to be considered responsive for award. Partial bids will not be accepted. The total price of all schedules will be used to determine the successful low responsive bidder. 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. H:1File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvaW3b-BlD-rrEMS Dayton sccl-09-14.doc Page 1 Union Ave NE/Duvall Ave NE Storm System Project 92 12umall Aye NE Bid Iters 1: Mobli nation tLurn a Sunil 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 permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Work hours are subject to the limitations in the Traffic Control Plan. Work hours shall be limited to weekdays only, between 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. 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 Storm Water Bypass Plana 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 and approval within 14 days of the contract award. H:\File Sys>SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)U7-3350 Union Ave-Duv411 Ave11605 SPECS-FINAL Union-Duval1123b-BID-171EMS Dayton secl-09-14.doc Page 2 Union Ave NE/Duvall Ave NE Storm System Project Final cleanu d��n WL, the reject area after Construction" p 9 project r co struIon, and removing all personnel and equi ierxt.dff the site shall be included in this bid item; or in the Restoration bid item if one is in�for the project. Payment for Mobilization will,be made at the lump sure amount bid, which payment will be considered complete compensation for all materials, equiprnent, and labor required to complete this item of work in accordance with the Contract Documents. Up to 70 percent of this item will be paid after the Contractor is fully in operation and construction has begun. 20 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 Final Pay Estimate is approved by the City x Council Bid Item 2: Construct n SSub%ying, Staking, and As-bylit (Lump Suml 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).r The surveyor shall provide the City with a set of redline drawings with the as-built locations and elevations of all new utilities and construction work. 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. Measurement for construction surveying, staking and as-built information will be based on the percentage of work complete at the time of measurement. Paymentwill be prorated over the construction period based on the amount of work completed for Construction surveying, staking and as-built in Payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the plans; tc 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. !amore=than 70% of the bid amount for this item shall be paid prior to the review and acceptance of the as-built information by the Engineer. k INTraf#ic Control Lui�pun1 The Contractor shall prepare a Tra##ic+ ontr$j alt for review and approval by the City. The plan shall address the proposed , ge,flaggers, contractor access to the working area, truck and equipment a� public access during construction. The Plan shall address any proposed lane and sld k t 6ures needed for construction' activities. H.-Tile Sys1SWP-Surface Water ProjectslSWP27'-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave11605 SPECS-FINAL•., Union-Duva11\23b-BID4TEMS Daytonsecl-09-14.doc Page 3 Union Ave NE/Duvall Ave NE Storm System Project Tr hauling shall be limited to the hours of 8;30 am to 3:30 PM onprinciple arterial Truck a g streets. Duvall Ave NE is a:principle arterial street. Traffic Lanes on Duvall Ave NE may only be closed from 8:30 am to 5:00 pm. A sequential arrow board will be required for work in Union Ave and Duvall Ave. Work Hours> Allowable work hours are given in Special Provisions Section 1-08, and as may be noted in the plans and specifications. Actual work hours may be limited by those 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. Debris Control The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted in Special Provisions Section 107.23. 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 Tabor, 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 tate Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). Bid Item I 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 onweather 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. H:\File Sys\SWP-Surface Water ProjectslSWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall MOOS SPECS-FINAL Union-Duva11\23b-E1D-TTEMS Dayton secl-09-14.doc Page 4 Union Ave NE/'Uuvall'Ave NE Storm System Project The Contractor s develop a"red lined"Tempora d .opry Erosion,and.Sed1m0nt Control plan and submit it to tl 'City, review and approval. The plan.shall based on the King County'So 000 L00; r Mpnuat; as adopted by the City of`l enton;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 bidrice which payment will be p p, Y considered complete compensation for all design, labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Trench Excavation Safety Systems (Lump Sum) The Contractor is completely'responsible for providing adequate shoring and support for al excavations to provide safe access for workers, prevent soil scuffing, 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. 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, claims for 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. 4441iurement for trench excavation safety systems will be based on the percentage of new pipeli1nees,iristalled at the time of payment. Payment fortrench excavation safety systems will be made at the unit bid price, which will m be coplete corn,pensationfor 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 permits and in the requirements of OSHA and RCW Chapter 49.1 7, etc. required to complete this item of work in conformance with the Contract Documents. H:\File Sys1SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvaJM3b-BID-ITEMS Dayton secs-09-14.doc Page 5 Union Ave NE/Duvall Ave NE Storm System Project Bid Item 6: Temporary Stormwater Bypass (L.ump.Sum) The Contractor shall submit a Temporary Stormwater Bypass Plan for review and approval by the City. The plan shall include a method far bypassing stormwater flows during construction when the existing stormwater system is taken out of service. The Stormwater Bypass System may utilize pumps, gravity flow, temporary dams, other measures, or any combination thereof. Water levels in the downstream wetland area may be high and may backwater into the 36- inch pipe. It may be necessary to install a temporary dam at that end of the storm system in CB-2: The Contractor shall,be responsible for maintaining the bypass system at all times during construction until the new storm system is functional, and is acceptedby 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. The Contractor shall be responsible for all costs, damages, and claims that may result from failure of the bypass system. All adjustments to the Temporary 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 pians, or directed and approved by the Engineer, shall be at the Contractors cost. Potholing includes excavation, identification of the utility, measurement of the depth from ground surface, 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 aseparate bid item. Prior to beginning construction of the new underground utility, the Contractor shall pothole 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 H:\File Sys1SWP-Surface Water Projecu\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Av61605 SPECS-FINAL Union-Duvall\23b-BID-17EEMS Dayton secl-09-14.doe Page 6 Union Ave NE/Duvall Ave NE Storm System Project construction-at thepotole,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 in writing. Measurement for Pothole Utility shall be per each. Payment for Pothole Utility shall be made at the unit contractp rice, 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 rY Patch,:.and cleaning. Bid 111amAL Remove Dispose of Da Care Sion, ; Day Cut Esin sL Planter (Lump Sum) This item includes all work needed to remove and dispose the Day Care sign, posts; concrete footings, concrete curbing, planter, vegetation, soil, and any other items present. The work includes locating any electrical conduit(s) used for light the sign, properly' deactivating the electrical circuits, and capping and abandoning the electrical system. The center of the sign with the Day Care name and smaller wooden frame, and the mail box and post shall be salvaged and relocated. All materials removed for this bid item will be removed from the site and disposed of b the P Y Contractor 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. Measurement for Remove, Dispose of Day Care Sign, Curbing, Planter shallbe per lump SUM. Payment for this item will be prorated as the work is accomplished. Payment for Remove, Dispose of Day Gare Sign, Curving, Planter shall be made at the unit contract 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 ltem 9: Relocate Day Care Sign and Mail Box (Lump Sum) This item includes all work needed to relocate the Day Care sign and mail box and post to a location approved by the City. The work includes all labor, materials, and equipment that may be necessary. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-ITEMS Dayton secl-09-14.doe Page 7 Union Ave NE/Duvall Ave NE Storm System Project The center of the sign with the Day Care name and wooden frame, will be relocated to the top of the wooden awning in front of the business door. The sign will be bolted or hung from the wood frame. The exact location and manner of placement shall be reviewed and approved by the property owner and City before installation. Minor touch up of any paint, chips, or damage is-included. The mail box and post shall be salvaged and relocated to.a position in the parking lot or sidewalk, as directed by the City. The mail box may require a separate concrete footing,,or may be bolted into the concrete sidewalk. The exact location and manner of placement shall be reviewed and approved by the property owner and City before installation. Minor touch up of any paint, chips, or damage is included. Measurement for Relocate Day Care Sign and Mail Box shall be per lump sum. Payment for this item will be prorated as the work is accomplished. Payment for Relocate Day Care Sign and Mail'Box shall be made at the unit contract 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 Iteni-M Protect §r R m v a_nd Reloall,Junction Box AD UM #1 and Concrete Pad, (Lump Sum) This item includes all work needed-to Protect or,Remove and Reinstall,Junction Box,and Concrete Pad adjacent to CB-2. The Contractor shall submit a plan for review and approval to either protecting the junction box, and concrete pad in place while installing the new storm system,or removing the items and reinstall them after the new storm system is installed. All items that are reinstalled:shall be rebuilt per City Standard details, and accepted practice and procedures. The work includes all labor, materials, and equipment that may be necessary. The City will remove the light pole before construction and reinstall it after construction. The Contractor is responsible for the stability and functionality of the light pole and electrical system. After construction the light pole shall be vertical, and the pole and footing shall be stable. The electrical system shall be tested for proper operation and illumination. Any adjustments and corrections needed are considered incidental and no additional payment will be made. The Contractor shall be responsible for any settlement of the existing or restored luminaire and concrete pads for a one-year period after final acceptance by the City. Any repairs or reconstruction needed shall be at the Contractor's cost. There shall be a six-month maintenance period for this item to address any problems that may occur within that time period. Any repairs or reconstruction needed shall be at the Contractor's cost. The contract will not be closed until any problems that may develop within the six-month maintenance period"have been corrected to the satisfaction of the City. This item includes all labor, materials, and equipment needed.for the work,including, but not limited to, concrete foundations and pads, electrical equipment, fittings, and connections,junction box, and luminaire fittings, hardware, connections,and backfill. H:Wile Sys\SWP-Surface Water ProjectOWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23c-BID-1717EMS Dayton sect-09-14 ADDM-I.dm Page 8 Union Ave NE f Duvall Ave NE Storm,System Project Measurement for Protect or Remove and Reinstall Junction Boxn nd a Co crate Pad shall be per lump sum. Payment for this item will be prorated.as the work is accomplished. Up to 70 percent of this item will-,be paid when the project is substantially complete. The remaining 30 percent Will be paid after the maintenance period is completed to the satisfaction of the City. Payment for Protect, or Remove and Reinstall, Junction,Box, and Concrete Pad shall be made at the unit contract 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. Old lbg= 36-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 9-05.20 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 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 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 puce bid for pipe in place. Excess and/or unsuitable excavated material will be loaded and disposed of offsite. This includesaN 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: Ir port-Tyench'Backfill shall be used only if native material is found to be unsuitable for use astai6i�M, and after approval by the City. Payment for Import Trench Backfill shall be paid rtder lflatbid Etern. Measurementof 36-inch Dia. CPE Storm Pipe shall be per linear foot of pipe placed b measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 36-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 R.-Tile SyMWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)127-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duva11123c-BID-ITEMS Dayton secl-09-14 ADDM-l.doc Page 9 Union Ave NE/Duvall Ave NE Storm System Project inverts; haul and disposal of excess trench material including unsuitable material; cleaning po 9 � g and testing; and temporary patching asphalt to allow for the passage of traffic, Biel Item 12; 8-inch Dia.Ductile Iron Btonm PIN (Linear Foot) Ductile Iron storm sewer pipe shall meet the specifications detailed in Section 9-05.13 of the Special Provisions and Standard Specifications. Ductile iron storm sewer pipe'shall be Class 52. Watertight joints shall be furnished and installed. Pipe bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches above the top of the pipe, and compacted to 95 percent 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 in the unit bid 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 TrenchBackfill shall be paid under that bid item. Measurement of 8-inch Dia. Ductile Iron Storm Pipe shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 8-inch Dia. Ductile' Iron 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. Ite�atch Basin -Concrete 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. Concrete Inlet shall be per City of Renton Standard`Detail H:\F'ile Sys1SWP-Surface Water Projects\SWP-27-Surface Water Projects(+CEP)127-3350 Union Ave-Duvall Ave11605 SPECS-FINAL Union-Duva lt23b-BID-1TEMS Dayton sect-09-14.&c Page 10 Union Ave NE/`Duvall Ave NE Storm System Project t, Measurement for furnishing and installing Catch Basin -Concrete Inlet will be per each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin - Concrete Inlet will be made at the unit bid prices 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 u, 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 Y included in other bid items. IV 7 Bid#AULIk Core Drill for New $-inch Pipe (Each} This item includes all work needed to core drill manholes and catch basins for new or existing pipes as shown on the plans, or where required and approved of by the Engineer. Measurement for Core Drill Catch Basin shall be per each.. Payment for Core Drill Catch Basin shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. OW I • Connect New 364nch Pipe to Existin CB Each This item includes all work and materials needed to connect new storm pipes to existing 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 cutting,, enlarging, and smoothing existing openings, new joints, couplings, fittings, sections of pipe, etc. tasurernent for Connect New Pipe to Existing CB will be=per'each for connection made in txinforafgho with the Contract Documents. P , *A for Connect New Pipe to Existing CB will be made at the unit price bid per each, which parent will be complete compensation for all labor,equipment, excavation around and protection of existing facilities, potholing for utility location, core drilling, rechanneling existing rnAriholes (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:\Fde Sys1.SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)127-3350 Union Ave-Duvall Avet1605 SPECS-FINAL Union-Duva11\23b-BID-ITEMS Dayton secl-09-14.doe Page 11 Union Ave NE/Duvall Ave NE Storm System Project 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. 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 measurement or payment. Only materials placed within the pay limits shown wilt be 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. Addititionally, 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, 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 Iters l7: 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 34 to 8" 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 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-B D-ITEMS Dayton secl-09-14.doc Page 12 Union Ave RIE/Duvall Ave RTS Stortn System Project Sid • a linear Foot This item inc vagoe pr including cuts for pipe installation, odrb 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. Ell Measurement of"Sawcutting" shall be per linear foot of surface out. 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 grater as well as pollution control No wastewater shall be released into the storm sewer system, drainage ditches, or onto private property. 5' W-item • Grind or Remgye Asphalt Pavement S care 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 includes asphalt removed for installation of the new storm system pipeline,, sidewalks, and asphalt patch. This item includes removing asphalt walks and gravel strips. All material removed for this item'shall be disposed of at an off-site disposal facility per Standard Specification Section U3 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 rice will Y rY q Y p 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:Wile Sys\SWP-Surface Water Pr*cts\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duval1\23b-BID-rrEMS Dayton secl-09-14.doc Page 13 Union Ave NE/Duvall Ave NE Storm System Project Bid 119M ZQE Crushed Surfacing 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 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 • Hot Mix Asphalt MA Class 1 2" PG-64-22 Ton This item includes all Hot Mix Asphalt (HMA)used for temporary,patches, asphalt pavement, and overlays. All applications of NMA shall be per Special Provisions and Standard Specifications Section 5-04. The Contractor shall place the permanent trench patch as shown on the plans or as per "Typical Patch for Flexible Pavement" (City of Renton Detail)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. Any patches in the street that will,not have the final patch placed within 15 days after openingthe trench shall have a Temporary Hot Patch placed. Temporary Hot Patch will be paid under the bid item for Hot Mix Asphalt (HMA). 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", or in the bid item for removing old asphalt, if present. Measurement of Hot Mix Asphalt (HMA) Class 1/2" PG-64-22 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. 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID MMS Dayton sect-09-14.doc Page 14 Union Ave NE 1 Duvall Ave Ng Storm System Project The unit Contract primo per ton for Hot Mix Asphalt (HMA) Class UZI'PG-6422, shall be full compensation for all labor>mateiials, equipment, tools, and inoiental 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 22. I Remove Conorete Curb, Gutter.Sidewalk (Square Yard) This item includes all work needed to remove the existing concrete curb, gutter, and sidewalk needed for project construction as shown on the Plans, and as directed by the Engineer- This item includes removing, hauling, and disposal of all waste material: All material, removed for this item shall be disposed of at an off-site disposal facility p p per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). 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 Removal Concrete Curb, Gutter, and Sidewalk shall be per Square Yard of material to be removed as measured horizontally on the plans'or in the field. Payment for Removal Concrete Curb, Gutter, and Sidewalk will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, saw cutting, removing, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. JOld Item 21 Install Cement Concrete Curb and Gutter (Linear Foot) This item includes all work needed to furnish and install new Cement Concrete Curb and Gutter,needed for project construction. New Cement Concrete Curb and Gutter shall conform to City of Renton Standard Details, and as shown on the Plans. New Curb and Gutter shall be adjusted to match existing. Crushed Surfacing and Sawcutting will be paid under separate bid items. The actuat 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 Install Cement Concrete Curb and Gutter shall be in linear feet of new Concrete Curb and Gutter installed. Payment for furnish and Install Cement Concrete Curb and Gutter will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvatl\23b-sm-rrEMS Dayton seer-09-14.doc Page 15 Union Ave NE/Duvall Ave NE Storm System Project saw cutting, removing and disposal of waste material materials hauling, preparation, 9 P 9, P P _ , imported material necessary to meet compaction requirements,forming, placement, finishing, cleanup, etc. required to comps#e this Itemin conformance with the Contract Documents. Bid Item 24: Jtsl Cement Co ncrete Sidewalk `tuare Yard1 This item includes all work needed to furnish and install new Cement Concrete Sidewalk needed for project construction. Cement Concrete Sidewalk shalt conform to City of Renton Standard Detail, and as shown on the Plans. New Concrete Sidewalk shall be adjusted to 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 vanes by more than 25 percent. Measurement for Install Cement Concrete Sidewalk shall be in square yards of new Sidewalk installed. Payment for furnish and Install 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 25: Instar Cement Concrete QdvsM Type C2 (Square Yard) This item includes all work needed to furnish and install new Cement Concrete Driveway needed for project construction. Concrete Driveway shall`conform to City of Renton Standard Detail, and as shown on the Plans. New Concrete Driveway includes the concrete ramps, and shall be adjusted to 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 Install Cement Concrete Driveway shall be in square yards of new driveway installed. Payment for furnish and Install Cement Concrete Driveway 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. H.Tilc Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvail\23b-BID-171EMS Dayton secl-09-14.doc Page 16 Union Ave NE f Duvall Ave NE Storm System Project / Lum Wne This item includesajl labor and materials needed to restore the existing landscaping and surfaces for the project including sod, gravel, topsoil, and beauty bark. All material shall match and be blended into adjacent areas. This item includes repairing any sections of the irrigation system damaged by construction, and testing the system for correct operation. 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 mO2.3{16}Lawn Installation.` ' Topsoil shall be Type C per Standard Specifications Section 9-14.1(3). Bark shall be derived from Douglass fir, pine, or hemlock and shall be meet Type C per Standard Specifications Section 9-14.4(3). Gravel*.hall be Crushed Surfacing Base Course per Standard Spec Section 9-03.9(3), or as approved by the Engineer. Measurement for Restore Sod, Topsoil, Gravel, Beauty Bark shall be per lump sum. Payment for Restore Sod,Topsoil, Gravel, Beauty Bark shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment, E-1 materials, haul, and disposal required to complete this item of work in accordance with the Contract Documents. aid OM2Z: Restoration (Lump Sum) This item includes general restoration of the entire project area, including general cleanup, removal of all debris, sweeping the project area, demobilization, and any other work needed to clean and close the project area. This item includes replacing all traffic lane markings disturbed by construction including traffic and bicycle lane lines, stop bars, walk lines, parking lines, markings, and traffic buttons.. Measurement for Restoration shall be per lump sum. Payment for Restoration shall be made at the unit contract 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. id Item 28: , Minor Changes fLuma 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CiP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvali\23b-BID-ITEMS Dayton secl-09-14.doc Page 17 Union Ave NE/Duvall Ave NE Storm System Project All work anda mend under this item shall be authorized in writing b the Cit Project P Y _ , g yy Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. Payment for this item will be only 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). SCHEDULE B—Up Ave N Bid Item 81;. Mabiliagtion (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 t_he proposed;location for storage of all equipment and material proposed to be located.at the site. Storage shalt 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 permit. The Contractor shall allow 3 to 4 weeks to obtain the Temporary Use Permit from the City. Work hours are subject to the limitations in the Traffic Control Plait. Work hours shall be limited to weekdays only, between 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. 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvairOb-BID-rrEMS'Dayton sect-09-14.doc Page 18 m�= Union Ave NE/Duvall Ave N Storm System Project F. Temporary'mPo ar1!Storm Water Bypass Plan. G. ldenbfy.Disposal.:Sites for various waste materials and provide copies of the sites permits and approvals. The Work Plan shall be submitted to the City for review 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 Jf 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 7Q.-percent of this item will be paid after the Contractor is fully in operation and construction has begun. 20 Percent wilt 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 Final Pay Estimate is approved by the City Council: Sisk its. Gvnstruction Surveying, Staking, and A -bunts (Lumt) 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 drawings with the as-built locations and elevations of all new utilities and construction work. Al(work.shall,be located per the City of Renton Survey Control Network. Coordinates shall be given for the new and existing storm system structures. Eli Measur+sment for construction surveying, staking and as-built information will be based on the percentage of work complete at the time of measurement. Payment will be prorated over the construction period based on the amount of work cm pleted for construction surveying,staking and as-built information. Payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the plans, to provide the required construction and as-constructed held(as-built information) notes and drawings, etc. required to complete this item of worts in conformance with the Contract Documents. E No more than 70% of the bid amount for this item shall be paid prior to the review and acceptance of the as-built information by the Engineer. H:\Fiie-Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Daval1\23b-BID-rrEMSDayton sec1-09-14.doc Page 19 Union Ave NE f Duvall Ave NE Storm System Project, Si Tr ffc Control LuSum) The Contractor shall prepare a Traffic Control Plan for review and approval by the City. 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 have and sidewalk closures needed for construction activities. Truck haulingshall be limited to the hours of 8:30 am to 3:30 PM on principle arterial streets. Union Ave NE is a minor arterial street Traffic Lanes on Union Ave NE may only be closed from 8:30 am to 5:06 pm. A sequential arrow board will be required for work in Union Ave and'Duvall Ave. Work Hours. Allowable work hours are given in Special Provisions Section 1-08, and as may be noted in the plants and specifications. Actual work hours may be limited by those approved in the Traffic Control Plan. The City may revise the work hours and Traffic Control 'flan 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. Debris Control The Contractor is responsible for controlling mud and dust on any route used by trucks or equipment, as noted inr 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 cleaned4mmediately. 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' ercenta a amount for Y P g , the pay period times the unit bid price, said payment will be complete compensation-for all 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 (MUTCQ). Did 1em og_rary Er asitarn and Sediment Control (Lump 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. H:\Fiie Sys\.SWP-Surface Water ProjectA4SWP-27-Surface Water Projects(CIP)\27-3330 Union Ave-Duvall Ave\I605 SPECS-FINAL Union-Duva11t23b-BID-rMMS Dayton reel-09-14.doc Page 20 Union Ave NE/'Duvall Ave NE Storm System Project, Other erosion control measures.may be necessary depending on weather and site conditions, include but n it limited to filter fabric protection for catch:basins,,`catch basin r inserts, filter faibrio fOnces; 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. E, 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 CountySurface 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. Sid 8L Trench Excav�a#ton 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 Bluffing, soil loss, damage to pavement, structures, utilities, and ground adjacent to the excavation. Trench Shoring and Excavation Safety System shall comply with WAC 296-165 Part N, Standard Specifications Section 2-09.3(3)and 2-09.3(4), and all other applicable State and Federal regulations. The Contractor shall submit a Shoring Plan to the City showing how shoring will be accomplished`and detailing the techniques and equipment that will be used. Shoring shall be capable of supporting all 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 ola that part of the project'and shall apply the appropriate shoring measures needed. ' Attd�y ;Maims for damages, down time, labor, machinery, rentals, and incidental costs dunng#ny Step Work order shall be at the Contractor's expense. tf 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 pipelines installed at the time of payment. Payment for trench excavation safety systems will be made at the unit bid price, which will 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 H:\Filc Systi$WP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-1717EMS Dayton secl-09-14.doc Page 21 Union Ave NE/Duvall Ave NE Storm System Project permits and in the r uirements of OSHA and RCW Chapter 49.17 etc, Pe � P required to complete this item of work in conformance with the Contract Documents. Bid Item 136: Temporary Stormwa r Bypass (Lufno Sum) The Contractor shall submit a Temporary Stormwater Bypass Plan for review and approval by the City. The plan shall include a method for bypassing stormwater flows during construction when the existing stormwater system is taken out of service. The Stormwater Bypass System may utilize pumps, gravity flow, temporary dams, other`measures, or any combination thereof. 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. The Contractor shall be responsible for all costs, damages, and claims that may result from failure of the bypass system. All adjustments to the Temporary 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: B"d Item B7._ 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 and approved by the Engineer,shall be at the Contractors cost. Potholing includes excavation, identification of the utility, measurement of the depth from ground surface, 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 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 H-\File Sys\SWP-Surface Water Projects\SWP 27 Surface'Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvai1\23b-13ID-ITEMS Dayton secl-09-14.doc Page 22 Union Ave NIS f Duvall Ave N>?Storm System Project cons#ruction at the dhow l6caation#o allow for potential revisions: The Engineer may revise the design,as need if there is a conflict withexisting utilities. . z 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 in`writing. 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 com , equipment, p pen for all labor, tools 'e q pment, and materials required to complete the work in conformance with the contractDocuments 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, sharing, placement of backfill (native) material, compaction, wafter, grading,temporary patch, and cleaning. slaftelaim: ` re F Remove,_.RKiri WNL CnCe and Slut (EUmM SUrn) This item includes all work needed to remove, store, and rebuild the existing wood rail fence and neighborhood sign back to their original conditions (see photos). The sign has three# htnat the top'which appear to be connected to a solar panel. The work includes removing the tights, wiring and solar panel as needed, and restoring and testing the; eectrloahsystem afterthe sign is rebuilt. Theneighborhood sign shall rebuild with concrete footings;for the posts, similar to the footings for a chain link fence. The footing type and size are subject to review and approval by the City. Footing for the wood fence posts shall match the existing fence footings'. Any damages to the sign and fence shall be repaired or replaced so the rebuilt sign and fence matches the original conditions (see photos). Cracked or damaged wood may need to be replaced. The sign and posts may need to be repainted or restained. Tfie:rebuilt sign and fence is subject to inspection and approval by the City l "040r-14neer. Any repairs, corrections, repainting, or other work needed to restore =the sin and fence shall be considered incidental to this bid item and no additional payment will be,Made. Arty materials removed for this bid Iterrt will be removed from the site and disposed of by the Contraotor 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. Measurement for Remove, Restore Wood Fence and Sign shall be per lump sum. - layrrtent for this item will be prorated as the work is accomplished. H:\File SyM$WP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvaIMb-BID-ITEMS Dayton reel-09-14.doc Page 23 Union Ave NE/Duvall Ave NE Storm System Project Payment for Remove Restore Wood Fence Sign shall be made a the unit contract y e an d �9, t 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 89: Remove. Restore Landsca&n�g, Plants, Etc tLump_.`'i,gum This item includes all work needed to remove, store, and rebuild the existing landscaping around the neighborhoodsign back to its original conditions (see photos). The work includes removing existing plants, decorative rocks, and concrete edging blocks. Restoration includes all items needed to restore the area back to its original state including topsoil, black ground cover fabric, and beauty bark. Concrete edge blocks shall be placed next to the new sidewalk and curbing for the sidewalk ramp. Existing plants shall be removed, placed in temporary pots, stored and watered,.and replanted. Any plants that cannot be removed, or die in the process, shall be replaced with plants of the same size and species. The rebuilt landscaping shall match existing and is subject to inspection and approval by the City Inspector/Engineer. Any repairs, corrections, or other work needed to restore the area shall be considered incidental to this bid item and no additional payment will be made. Any materials removed for this bid item will be'removed from the site and disposed of by the Contractor 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. Measurement for Remove, Restore Wood Fence and Sign shall be per lump sum. Payment for this item will be prorated ass the work is accomplished. Payment for Remove, Restore Wood Fence and Sign shalt be made at the unit contract 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. 13W ft a '(Lurna„Sum) This item includes all work needed to clear the slope and area needed for the new culvert inlet and catch basin. Clearing includes removing shrubs, blackberries,trees, downed trees and branches, rocks, and any mise. debris in the construction area. Only the material in the construction area shall be cleared. No machinery is allowed in the clearing area, all machinery shall work,from the top of the slope. The Contractor is encouraged to inspect the clearing area to review the existing conditions and work that may be needed. The Contractor shall mark the proposed clearing area for review and approval by the City before proceeding with clearing. The clearing'area may be adjusted by the Engineer as needed. Any adjustments shatl be considered incidental to this bid item and no additional payment will be made. H:\File Sys\SWP-Surface Water Projects\SWP-27'-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-1717EMS Dayton seel-09-14.doc Page 24 Union Ave NE/Duvall Ave NE Storm System Project The Contractor shat!stay within the Work Area Limits at aft times. The Contractor shall be responsible for any damages, repairs, and restoration outside the Work Area Limits. Tree Relict"Vitt Penalty The Contractor shall be penalised $500 per tree for any tree damacied or removed without written permission by the City. A tree defined as a living woody plant with s trunk 3-inches or greater in diameter Mured 4 feet above ground. in addition to the penalty. VV Contractor shall plant a new tree species approved by the City to replace any damaged or removed tree, at no cost to the City. 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. ,All cost for hauling and disposal shall be included in this bid item (no mileage cost). Measurement for Clearing shall be per lump sum. Payment for this item willbeprorated as the work is accomplished. Payment for Clearing shall be made at the unit contract 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. Remove Tree (Each) This item includes all work needed to remove and dispose of any additional trees needed for project construction. Removal of additional trees shall only be as identified and approved of by the Engineer. Removing trees within the clearing area is included as part of that bid item. One large dead tree at the north side of the clearing area may need to be removed. The tree is about 12 to 18-inches in diameter. The Engineer will determine if the tree will be removed after the Contractor locates the catch basin, culvert, and clearing area. All vegetation, wood debris, trees, and other material Temoved for clearing shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C s Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). event for Remove Tree shall be per each.. Payrne6t for Remove Tree shall be made at the unit bid price, which payment will be considered complete compensation for all labor, equipment 'and materials required to compiete this item of work in accordance with the Contract Documents._ 24-Inch Dia. CPE Storm Pipe (Linear Foot) OPIE stem water pipe shall be smooth interior wall meeting the requirements of Special Provisions Section 9-05.19, and Standard Specs. Section 9-05.20 Corrugated Polyethylene Storm Sewer ripe. Water-tight joints shall be furnished and installed. H.1File.$)s WP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Unionn Dwalll23b.13113-ITEMS Dayton secl-09-14.doc Page 25 Union Ave NE/Duvall Ave NE Storm System Project Pipe.bedding shall be placed from a minimum of 6 inches below the pipe to 12 inches , above the top of the pipe,and compacted to 95 percent 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 shalt b included in the unit price bid for pipe in place. Suitable excavated sail shall be used as backfill for the project if it is a clean granular material meeting the;,general requirements for select borrow material, the mamum particle size shall not exceed 3 inches, and has a moisture content that will allow at least 85 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 bythe City. Payment for Import Trench BackfiIl shalt be paid under that bid.item. Measurement of 361 -inch Dia. CPE Storm Pipe;shall be per linear foot of pipe placed measured horizontally over the centerline of the installed pipe. Payment for furnishing and installing 24-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. Bid it tB%Catch Basin.,"fvae 2,48-inch,Grate and Debris Sarrler (Each), Manholes and Catch Basins shall conform to Sections 7-05 and 9-12 of theSpecial;, 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 basins and fittings shall be as shown on the plans and in the Standard Details. This item includes the overflow grate and debris barrier. Measurement for Catch Basin, Type 2, 48-inch, Grate and Debris Barrier will be per,each for each catch basin installed in conformance with the Contract Documents. Payment for furnishing and installing Catch Basin, Type 2, 48-inch, Grate and Debris Barrier 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 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvallOb-BID-I'T'EMS Dayton sect-09-14.doc Page 26 Union Ave NE/Duvall Ave NE Storm System Project excavation, foundation material concrete base recast 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 EUA Connect New 24-inch Pipe to Existing CB (Each) This item includes all work and materials needed to connect new storm pipes to existing 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 cutting, enlarging, and smoothing existing openings, new joints, couplings, fittings, sections of pipe, etc. Measurement for Connect New Pipe to Existing CB will be per each for connection made in conformance with the Contract Documents. Payment for Connect New Pipe to Existing CB will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, excavation 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. Bod 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. 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. r Measu em n e t 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 measurement or payment. Only materials placed within the pay limits shown will be 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 z.. 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, 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. r► H.XFile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-ITEMS Dayton secl-09-14.doc Page 27 Union Ave NE/Duvall Ave NE Storm System Project Bid Itemu a S Its o Quarry Spalls shall consist of broken stone, sound and resistant to weathering. Broken concrete shall not be used. Quarry Spells shall be 3"to 8" Quarry Spalls per Standard Spec. Section 9-13.8, 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 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 1twn_9 :SawCuttlna (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. 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. de B LfiV:nd or 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 includes asphalt removed for installation of the new storm system pipeline and catch basins. This item includes removing asphalt walks and gravel strips. H:\File SysISWP-Surface Water Projects\SWP-27-Surface Water Projects(CIF)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-13ID-17MMS Dayton Seel-09-14.doc Page 28 Union Ave NE/Duvall Ave NE Storm System Project All material mndve€t#or this item shall be disposed of at an off-site disposal`facility per Standard Speclfi6ition;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 sall.be'included in this bid item. The act1;1ual quantity used in construction may vary from the bid quantity. The unit price will rot'be. djusted if the actual quantity used varies by more than 25 percent. Measurernent for Remove Asphalt Pavement shall be in square yards horizontally over the area;vv# re asphalt is removed. Pa rnent for Remove Asphalt Pavement will be made at the amount bid per square yard, whrc -payment will be complete compensation for all labor, grinding of existing asphalt pvegtat, removal and disposal of all grinding spoils, appropriately maintaining roads -betwi0ert"r#n4`and overlay(lE cleaning of loose materials and protecting vehicles from posa ,malities) required to complete this item of work in conformance with the contract docuints, No additional payment will be made for work necessary to correct a grind and /or overlay not performed in accordance with specifications. 'o terms g19t C�, rushed Surfacing (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 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 s I Tot ft(Asphalt (HMA) Class 1/2" PG-64-22 (Ton) This item includes all Hot Mix Asphalt (HMA) used for temporary patches, asphalt pavern 6M, and overlays. All applications of HMA shall be per Special Provisions and Standard Specifications Section 5-04. Temporary Hot Mix patches shall be used in all travel lanes. The Contractor shallplace the permanent trench patch as shown on the plans or as per "Typical Patch for Flexible Pavement" (City of Renton Detail)within 15 calendar days after first opening the trench. The Contractor shall plan the work to place permanent trench H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-ITEMS Dayton seel-09-14.doc Page 29 Union Ave NE/Duvall Ave NE Storm System Project patches throughout project construction as the 15�-de P per!g yeriod for each section of trench p approaches. Any delay of the permanent patch placement is subject to the Owner's approval. 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). 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 ishall be included in the unit bid price for"Hot Mix Asphalt (HMA) Class 1/2", or in the bid item for removing old asphalt, if present. Measurement of Hot Mix Asphalt (HMA) Class,1/2" PG-64-22 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. Measurement far furnishing and installing HMA will be based on actual tonnage weight as determined bytmeasurement 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. Thenit Contract r' u on act.price per ton for.Not Mix Asphalt(HMA).Class 1/2 PG- 64-22, shallbe 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. Did _tlRJRemove Concret+gCurb, G °r._ idewatk (Souare Yard This item includes all work needed to remove the existing concrete curb, gutter, and sidewalk needed for;project construction as shown on the Plans, and as directed by the Engineer. This item includes removing, hauling, and disposal of all waste material. All material removed for this item I shall be disposed of at an off-site disposal facility per Standard Specification Section 2-03.3(7)C Contractor Provided Disposal Site. All cost for hauling and disposal shall be included in this bid item (no mileage cost). 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 Removal Concrete r o n e Cu b, Gutter, and Sidewalk shall be per Square Yard of material to be removed as measured horizontally on the plans or in the field. Payment for Removal Concrete Curb, Gutter, and Sidewalk will be made at the unit bid price, which payment will be complete compensation for all labor, equipment, materials, H-Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(C1P)\27-3350 Union Ave-Duvall Ave11645 SPECS-FINAL Union-Duvall\23b-BID-171EMS Dayton secl-09-14,doc Page 30 Union Ave NEL Duvall Ave NE Storm System Project saw cutting, rernovmg, hauling, and disposal of all waste material required to compete this item in conformance with the Contract Documents. Bid Item B22:Install Cement Concrete Curb and Gutter (Linear Foot) This item includes all work needed to furnish and install new Cement Concrete Curb and Gutter needed for project construction. New Cement Concrete Curb and Gutter shall conform to City of Renton Standard Details, and as shown on the Plans. New Curb and Gutter shall be adjusted to 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 Install Cement Concrete Curb and Gutter shall be in linear feet of new Concrete Curb and Gutter installed. Payment for furnish and Install 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 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. Had Item ! 1 nsta I Cement Concrete Sidewalk (SNuan Yard) This item includes all work needed to furnish and install new Cement Concrete Sidewalk needed for project construction. Cement Concrete Sidewalk shall conform to City of Renton Standard Detail, and as shown on the Plans. New Concrete Sidewalk shall be adjusted to 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. N, Stkernent for Install Cement Concrete Sidewalk shall be in square yards of new Sidewalk installed. Payment for furnish and Install 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. H:1File Sys1SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duval1\23b-BID-ITEMS Daytonsecl-09-14.doc Page 31 Union Ave NE/Duvall Ave NE Storm System Project Bad Item B24:Install.Cement Concrete Sidewalk Ramo Tvoe 2 (Square Yard) This item includes all work needed to furnish and install new Cement Concrete Sidewalk Ramp Type 2 needed for project construction. Concrete Sidewalk Ramp shall conform to City of Renton Standard Detail, and as`shown on the Plans. New Concrete Sidewalk Ramp shall be adjusted to match existing sidewalk. Crushed Surfacingi and Sawcutting will be paid under separate bid items. Curb and gutter on the street side of the ramp and behind the ramp will be paid for 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 Cement Concrete Sidewalk Ramp Type 2 shall be in square yards'of sidewalk ramp installed. Payment for Install Cement Concrete Sidewalk Ramp Type 2 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 lWm BfijaesJorat12n (Lump Jum) This item includes general restoration of the entire project area, including general cleanup, removal of all debris, sweeping the project area, demobilization, and any other work needed to clean and close the project area. This item includes replacing all traffic lane markings disturbed by construction including traffic and bicycle lane lines, stop bars, walk lines, parking lines, markings, and traffic buttons.. Measurement for Restoration shall be per lump sum. Payment for Restoration shall be made at the unit contract 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. did 26;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 shall be authorized in writing by the City Project Manager or Supervisor. Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. H:\File SystSWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-BID-1717EMS Dayton secl-09-14.doc Page 32 Union Ave NE/Duvall Ave NE Storm System Project Payment for this#4m. li tae only for the changes and amounts approved by the City. If no changes afire authottzed-unifier this bid item final payment for this item wii# be$0(zero). H File Sys\SWI?-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23b-130-17MMS Dayton secl-09-14.aoc Page 33 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General 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 S. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or a directed by the engineer and delivering to the City Shops or storing and 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 that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions,or as directed by the Engineer. 10. Promptly removing or covering all nonapplicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal then all work required by these sections will be considered incidental and their cost shall be included in the other items of work. If the Engineer requires the Contractor to; furnish additional channelizing devices, pieces of equipment,;or services which could not be usually anticipated-by a prudent contractor for the maintenance and protection of traffic, then anew item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal,they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes,the Engineer will determine what is usually anticipated by a prudent contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the contractor's modification to the traffic control plan(s) appearing in the contract shall not be covered by the provisions in this paragraph. If the total cost of all the work under the contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. H:\File Sys\SWP=Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3330 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc4O Trak.contml and ntaut�nance for the safety of the traveling public on this project shall be the sole reSponsib liityy of Contragtor-and all methods and equipment used will lie 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 unproper traffic control will be chargedagainst Contractor's allowable contract time,and shall not be the cause for a claim for extra days to complete the Work. 1-111.2(1)B Trak 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. 1-10.3 Flagging, Sighs,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 10, Section 1-10.3 3 supplemented as follows: ( )paragraph h�P 4 is pP No statepay item will be provided in the bid proposal for Class A or Class B construction signs. �t '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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvail\23a-City-Special Provs-2006-DCv03.doc41 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 furnishin , 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 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 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)$'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)8 and 1-10.3(2), 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibilityfor 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. 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 ProjectASWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duva11\23a City-Special Pirovs-2006-DCv©3.doc42 Li All control for projects must be referenced to or in conjunction with a minimum of two of the-Citi Qf Rentons Survey Control Network,monuments. The source of the coordinate values usedd;will be shown on the survey drawing per RCW 58.09.070. Ther 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 revealedin Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and AGSM'"in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing,as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989 or comparable classification in future editions of said document. The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a project,one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any bench marks established 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. Those surveys dependent ,on retracement of a plat or short plat shall reveal the controlling monuments,measurements,and methodology used in that retracement. 1-11.1`(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses'describing station occupations and what measurements were made at each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No.348.16.01,the second point would be 348.16.02, etc. Upon completion of a City of Renton project, either the field notebook(s)provided by the City or the original field notebook(s) used by the surveyor will be given to the City. For all other work,, surveyors will provide a copy of the notes to the City upon request. 1n 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 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: 16 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc43 • o under supervision of an individual A corner or other survey point established by r the s pp per section 1-11.1(1) and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners;and • ` Any permanently monumented boundary, right of way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or Light poles, or any non-single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existingmonuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project,the original will be recorded with the King County Recorder. If recording is not required, the survey drawing:shall be prepared on 22-inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shalt 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, Basting, 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 must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station-Qffset Topography Topographic surveys shall satisfy all applicable requirements of section 1-11.1 herein. H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc44'. All oints i k p gcup ecl�r bac =et in developing radial topography or estabirshrrrg baselines for station-=deet pr g phi the requirements of section 1.11.1 herein. The drawing and electronic listing requirements sot forth in"section 141.1 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-II.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 pointsand shall not exceed 0.1 foot's error as to side shots. 1-ll.l(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., "flacks 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- I i.2(l) -11.2(1)herein. All non corner monuments, as defined in 1-11.1(5), shall meet the requirements of section 1- 1 L2(2)herein. If the monument falls with in a paved portion of a right of way or other area,the A monument shall be set below the ground surface and contained within a lidded case kept h separate from the monument and flush with the pavement surface,per section 1-11.2(3). Iii tke case of right of way centerline monuments all points of curvature(PC),points of tangency street intersections,center points of cul-de-sacs shall be set. If the paint of intersection,PI, forthe-tangents of a.curve fall within the paved portion of the right of way, a monument can be sFet 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)\27-3350 Unison Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.doc45 e Wile under contract to the Ci of Renton or as art of a For all non corner monuments set h City p City of Renton approved subdivision of property, a City of Renton Monument Card furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), ane-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference paints and NAD 83191 coordinates and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) PropertyfLot 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. 1-11.2(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 markedor tagged with the surveyor's identification number. 1-11.2(3) Monument Case and Cover Materials shall meet the requirements of section 9-22 and City of Renton Standard Plans page H031. H:\File Sys\SWP-Surface Projects\SWP 27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-13COMoc46 2-01 CLEARING$ GRUBBING,AND ROADSIDE CLEANUP, 2-01.1 AescAphtion 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 wi "n 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. 2-41.2 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 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 Pians,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 Sec06h2-02.3(3)is revised and supplemented as follows: Is revised as follows: m riovimg pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces to some off-project site. +_ ,scct"is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic be6 vement 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 ming and compaction are complete, and before the road is opened to traffic. MC cold'mix or MG`hot mix'shall be used at the discretion of the Engineer. H:\File Sys\SWF-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc47 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: (.A•#Afi) 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 hoot. "Cold Mix",per Ton "Remove Asphalt Concrete Pavement,"per square yard. "Remove Cement Concrete pavement,"per square yard. "Remove existing perow All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation: 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the plans. Suitable excavated material shall be used for enibankments, 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. Anyexcavation 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. Excavation,for curbs and gutters shall be accomplished by cutting accurately to the crosssections, 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO.doe48 Following renmol•of soil or excavation to g top 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 sub..grada free from standing water. tg 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 maximumparticle 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. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of.Section 9- 03.14 of the Standard Specifications shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented by adding the following: At the discretion of the engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation by the cubic yard(adjusted for swell)may be measured by truck in the hauling vehicle at the point of loading. The contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number,time and date,and be approved by the engineer. 2-03.5 Payment Section 2-03,5 is revised as follows: 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: " way Excavation Including Haul,"Per Cubic Yard �6tui able Foundation Excavation Including Haul,"Per Cubic Yard "fuel 13orow Including Haul,"Per Ton lho'.gineer orders excavation below subgrade, unit contract prices for roadway excavation and i slul 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 Eou atio'n Excavation Including Haul". In this case,all items of work other than roadway excavation shall bo paid at unit contract prices. The int eMtract price 1�r cubic yard for"Roadway Excavation Including Haul" : .shall be furl pay.for e kfi Goading,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. H:\File Sys\SWP Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc49 ent compaction will not be made as aarate item.All costs for embankment se Payment for embankment pa p 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)1) Disposal of Excavated Material Section 2-09.3(1)D is revised as.follows: ******) The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation,Class A or B. The third paragraph is replaced with: If the contract includes structure excavation,:Class A"or B, including haul,the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise.all such disposal costs shall be considered incidental to the work. 2-09:4 Measurement Section 2-09.4 is revised and supplemented as follows: Gravel backfill. Gravel backfill except when used as bedding for, culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with section 1-09.2. H:\File Sys\SWP-Surface Water Projects\SWF-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a City-Special Provs-2006-DCv03.doe50 2-d9.5 Fa Im 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* 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 .rpaent for such load tickets. H:\Fle Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doe5l 5-04 ASPHALT CONCRETE PAVEMENT 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: 1. Noustatistical 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 JW will require the approval of the Project'Engineer and may be made per Section 9-03.$(7). 5-04.3(8)A Acceptance Sampling and Testing---HMA Mixture Item l 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(1)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",3/411, %2",3/8"and No.4 sieves 2 All aggregate passing No. 8,No 16, No.30,No.50,No. 100 3 All aggregate passing No.200 sieve 20 Asphalt binder 52 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CFP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-1)Cv03.doc52 A it factor will be calculated for sieves listed in pity Section 9-03.8(7)for theclass of HMA and for the asphalt binder. 1. Noustatistical 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 I- 06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the,maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots 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 NCF M equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF,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).4 Prue Ad,justments 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 tun of the mix. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CiP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc53 b6 TR NC ItESTORATIONAND OV�RLA'Y ;:° (m©v c�Y l ►m 8-2a3 Neyv Section Added; CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4 2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed by installation of utilities and other construction activities. Any public or private utilities, general contractors;or others permitted to workin the public right-of-way will adhere to the procedures set forth in this,policy. SECTION 2 DEFINITIONS Engineer. The term engineer shall denote the City project manager,inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt`overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1 The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. 2. Modifications or exemptions to these standards may be authorized by the Planning/Building/Public Works Administrator,or authorized representative,upon written request by the permittee,their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION The Engineer may determine in the field that a full street-width(edge-of-pavement to edge-of- pavement)overlay is required due to changes in the permit conditions such as,but not limited to the following: T. There has been damage to the existing asphalt surface due to the contractor`s equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS I. 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,Badge,and Municipal Construction 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 is accordance with Section 544.3(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 544.3(4)of the Standard Specifications. °'Plate_CCompgctors"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)\27-3354 Union Ave;-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-D003.doc54` minimums and ma be increased b the Engineer to meet traffic loads or site Y Y g 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 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(l')on each side of the trench but not less than six and one half feet(6.5')total for the entire width of the affected traveled lanes will be ground down to a depth of two inches(2").A two-inch(2")overlay of Class B asphalt will be applied per City standards. 2. Trenches Running Parallel With the Street: a The minimum width of a longitudinal patch shall be four and one-half feet(4.5').See City of Renton Standard Plan Drawing #HR-05 (SP Page H032). b If the trenching is within a single traveled lane,an entire lane-width overlay will be required: c If the outside of the trenching is within three feet(T)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 fi 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, i potholes shall be repaired per Renton Standard Plan#HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. A 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\2605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc55 SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS 1. Trench;restoration shall be either by a patch or overlay method,as required and indicated on City of Renton Standard Plans#HR-05,HR-23,and HR-22(SP Pages#H032,H032A, and H033). 2. All trench and pavement cuts,which will not be,overlaid,shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feet(2')outside the excavated trench width. 3. All trenching within the top four feet(4)shall be backfilled with crushed surfacing' materials conforming to Section 4-04 of the Standard Specifications. Any trenching over four feet(4)in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four-foot(4')depth, If the existing material(or ether material)is determined by the Engineer to be suitable for backfill,the contractor may use the native material,except that the top six inches(6")shall be crushed surfacing top course material. The trench shall be compacted to a minimum ninety-five percent(95%) density,as described in Section 2-03 of the Standard Specifications. In the top six feet (6)of any trench,backfill compaction shall be performed in eight to 12-inch($-12")lifts. Any trench deeper than six feet(6)may be compacted in 24-inch lifts,up to the top six- foot(61)zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four-foot(4)verticalincrements. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer, 4. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix(cold mix),Asphalt Treated Base(ATB),or steel plates,as approved by the Engineer. ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After rolling,the trench must be filled flush with asphalt to provide a smooth riding surface.If the temporary restoration does not hold up,the Contractor shall repair the patch within eight hours of being notified of the problem by the City.This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary paten,the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch,with the second half of the reimbursement to represent City overhead and hidden costs. 5. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans#HR-05,HR-23,and HR-22 (SP Pages #14032,11032A,and H033)or as directed by the Engineer. The grade of asphalt shall be AR4000W. 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 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(IT),unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.9 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)\27-3350 Union Ave-Duvall AAve\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv0Moc$6 Put the oversized aggregates from the Class B mix as appropriate. p riate. 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 Method705. 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 isnot 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 )s after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However,delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer,may deem it necessary to complete the work within the fifteen(15) working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary work,as directed by the Engineer. 11. A City of Renton temporary Traffic Control Pian(from Renton Transportation Engineering)shall be submitted and approved by the Engineer a minimum of three(3) working days prior to commencement of work. 10 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. r H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc57 7-01 DRAINS 7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated(aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy,polyvinyl chloride (PVC), or corrugated polyethylene(PE)at the option of the Contractor unless the Plans specify the type to be-used. 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVCdrain pipe shall be jointed with a belt and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drain pipe shall be,jointed with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC underdrain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9,at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing underdrain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the contract does not include "structure excavation Class B" or "Structure excavation Class B including haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7-02 CULVERTS 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, or end sections, it shall be understood that steel is zinc coated(galvanized)with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall-'be understood that reference is also made to PVC. 7-04 STORM SEWERS 7-04.2 Materials The second paragraph of Section 7-04.2 is revised 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 inSections9-05.4 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 H\File Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc58 Contractor;shall protide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence fort 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 perforin field tests I 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: j The length of storm sewer pipe will be the number of linear feet of completed installation measured slang 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. ,:S;1WJary sewer pipe to manhole connections shall be"Kor-n-Seal"boot or approved equal. 74$*11 Adjusting Manholes and Catch Basins to Grade Section T05.3(1)is replaced with: Mere shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and coyer on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the construction plans, Manhole ring and covers shall be adjusted to the finished elevations per standard detail BR29 SP Page B074, prior to final acceptance of the work.. Manholes in unimproved areas shall be adjusted to 6"above grade. H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(C1P)\27-3350 Union-Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc59 f 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 swfacing,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 some manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: Manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the contractor. The pavement shall be cut in a restricted area and base material be removed to 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 paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt:emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to;grade will be established from the, foams or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes.On asphalt concrete paving projects using curb and gutter section,that portion of the cast iron frame not embedded in the gutter section shall be solidly;embedded in concrete also.The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be paintedwith hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets.The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: Monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: Adjustments of valve box castings shall be made in the same.manner as for manholes. 7-05.3(2} Abandon Existing Manholes Section 7-05.3(2)is revised as follows: Where it is required that an existing manhole be abandoned, the structure shall be broken'down to a depth of at least 4 feet below the revised surface elevation, all connections plugged,the manhole base shall`be fractured to prevent standing water, and the manhole filled with sand and compacted to H.Tile Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doe60, 90 ercent�iensi as id in Section 2-03.3 14 C. Debris resulting.P �?' � ( ) rasa tang-from breaking.the upper Part of"the manhole may bP mimed with the sand subject to the approval of the Engineer. The ring and cover shall be salyagetl and all tither 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, now 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. 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: Pruner. 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-K4', 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. 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 compensationshall 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(l) and the City of Renton Standard Details. H:\File Sys\SWP-Surface Water Projects\SWP=27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.doe61 Connection to existingpipes and structures shall be measured per each. p1� 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 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 Iaid by matching the (eight-tenths)flow elevation,unless otherwise approved by the Engineer. All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the ENGINEER, Pipe' shall not be placed directly on rough ground but shall be supported in a manner which will pprotect the pipe<against injury whenever stored at the trench site or elsewhere. No pipe shall be ins ttaalled where the lining or coating show defects that may be harmful as detertnined by the ENGINEER Such damaged lining or coating shall be repaired,or a new undamaged pipe shall be furnished and installed. H:Tile Sys\SWT-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-33511 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a City-Special Provs-2006-DCvtl3.doc62 The CQNTItACTQR shall inspect each pipe and fitting prior to installation to insure that there are not damaged portiorisof the pipe. Any defective, damaged or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior ofthe 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. ,y 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. 7-48.3(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. Ec' 7-08.3(2)H Sewer Line Connections Section 7-04.3(2)H is supplemented by adding the following: L All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be 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 "0" 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. 08.3(2.)T; Placing PVC Pipe Sed p'n 7-{1$3(2)3 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'" 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 Li 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DC03&03 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 backfillin*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 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 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: 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 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 orAWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired'in accordance with ANSUAWWA`C I05/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. H`\File Sys\SWP-Surface Water Prcjects\SWP-27'-Surface Water Projects'(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-1)Cv0M6 64 7-09.3(29)A Coltneetiirans 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. When not stated otherwise in the special provisions or on the plans all connections to existing water mains will be done by City forces as provided below City Installed connections: 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. 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'n accordance with section 7-11.3(15). 3 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 H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc65 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 l) 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 press;;re;shall be charged a usage fee. 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: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula 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 The paragraph stating that"There shall not be an appreciable or abrupt loss in pressure during the 15 minute test period."Is deleted. Section 7-09.3(24)A shall be revised and supplemented as follows: 7-09.3(24)A Flushing and "Poly-pigging" 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. The "Poly-pig" shall be equal to Girard Industries Aqua-Swab-AS 2lb/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. H:\File Sys\SWP-Surface Water ProjectsslSWP-27-Surface Water Projects(CIP)\27-3350 Union;Ave-Duvall Ave\1605 SPECS-FINAL Union-DuvallMa-City-Special Provs-2006-DCvO3.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 standard detail. Water containing chlorine residual in excess of that carried in the existing water N� 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)1)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/l. 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 7409.3(25)is a new additional section: 093(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 A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled,pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, a 2, zinc plated or hot-di galvanized. SST 7:5/8" for 2 and 3" mechanical joints, 3/4"fo 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc67 ASTM specification as SST 7. SST 77: 3/4"same as SST 7,except 1"eye for 7/8 rod. same P� P Y ASTM specification as SST 7: Tienut: heavy hex nut for each tiebolt: SSB: 5/8" 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. SIO: 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 B 1.1. S 12: 5/8" and 3/4"diameter,ASTM A36,A307. Tiewasher: round flat washers, zinc plated or hot-dip galvanized. SS 17:ASTM A242,F436. S17:ANSI B18.22.1_ Installation: Install the joint restraint system in accordance with the manufactures instructions so all joints are mechanically locked together to preventjoint 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. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4"..., . . ...................... .2 6" 2 8"........................................3 1011.......................................4 1211..:. .................. .6 14" ..8 1611.......................................8' 18" ......................................8 2011.......................................10 24" .. 14 30".......................................(16-7/8"rods) 36" ... ......... ....... ..(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, Herons, 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 tie°washers 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)127-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duva11\23a City-Special-Provs-2006-DCv03.doc68' Tiebolts,tienuts, tiecm ihngs,tierods, and tiewashers shall be considered-incidental to installation of thepipe and no addt#iona payment shall be made. 7-09.4 Measurelrrient Section 7-00.4 is revised as follows: 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 -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. d{ 7-09.5 Payment Section 7-09.5 is revised and supplemented as follows: t " ___Yiper for Water Main and Fittings In.Diam.",per lineal foot. The unit o ntract price ger linear foot for each size and kin&'of" Pipe for Water Main In. Diam." shall be full pay for all work to complete the installation of�ie—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 bypoly-pigs,vertical crosses for insertion and removal of polypigs, temporary thrust blocks and blow-off assemblies, testing, flushing, disinfecting; the pipeline, shackle rods, abandoning and capping existing water mains, removing miscellaneous pipes,removing and salvaging existing hydrant assemblies,and other appurtenances to be abandoned as shown on the plans,and cleanup. Concrete Thrust Blocking and Dead-Man Blocks",per cubic yard. The unit contract price bid for "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 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. '1 :;unit,. contract price per each connection to existing water mains shall be for complete e�pensatitan ,for all equipment, labor;'materials required for the connections to the existing water morns: Payment for "removal and replacemortt of unsuitable material" will be considered incidental to or calculated under other bid items and no further compensation will be made. "BanleRun Gravel for Trench Backfill',per cubic yard or ton. .The tmifvdatract price per cubic yard or ton for"Batik Run Gravel for Trench Backfill" shall be full ley for. work to furnish, place, and compact the material'in the trench. Also included in the unit ccxttractprice is the disposal of excess and unusable material excavated from the trench. "Foundation Material",per ton orcubic yard. ' H:1Fle Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.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). 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 past exposed above grade. The rest of this section is deleted. Section 7-12.3(2)is a new section: �-12.3(2) Adjust Existing Valve Boz to Grade Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(l) of the Renton Standards. Valve box'adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch(114") to one-half inch (1/2") below finished grade. 7-12.4 Measurement Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each,if included as a separate pay item in the Contract; if not a separate pay item but required to complete the work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 742.5 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'nch 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: H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-1)Cv03.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 compete 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 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 Contrast,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 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 specifite& The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unlessotherwise noted on the plan. Fir -hydtant assembly shall include: cast-iron or ductile iron tee(MJ x FL), 6"gate valve(FL x MJ), W bl spool(PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve,box and cover, 3/4" shackle rods and accessories, concrete blocks and two concrete guard posts (o�tly'ifhydrants 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc71 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 t3'Pe 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 included in the proposal: "Hydrant Assembly",per each. The unit contract price per each for"Hydrant Assembly"shall be full pay for all work to furnish and install fire hydrant assemblies, including all costs for auxiliary gate valve, shackles,tie rods, concrete blocks, gravel, and painting and guard 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 theexisting°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 Construetton 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=servicelines 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. H:\File Sys\SWP-Surface Water Projects\SwF-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc72 7-15.5 P meat Section 7=1''5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Service Connection In.Diam.",per each. The unit contract price per each for "Service Connection In. Diam." shall be full pay for all work to install the service connection, including but not limited to, excavating or (hoe-hogging), tapping the main, laying and jointing the pipe and fittings and appurtenances, 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 Basketed joints unless otherwise specified. It is not intended that materials listed are to be considered equal or generally interchangeable for all a iications.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 Wali 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 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 contractoes responsibility to maintain this screen or trap until the new system is placed in **Ice and then to remove it.'Any construction debris which enter the existing downstream system, e, shall be removed by the contractor at his expense, and to the satisfaction of the Engineer. When the fusfinanhole is set, it's outlet shall be plugged until acceptance by the Engineer. 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvail\23a-City-Special Provs-2006-DCv03.doe73 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. Reinf. Cone. Sewer Pipe,In.Diam..";per linear foot. "PVC Sanitary Sewer Pipe In.Diam:,per linear foot. "Ductile Iron Sewer Pipe In.Diam.",per linear foot. The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling,and assemblingin 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. "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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc74 8-09 RAISED PAVEMENT MARKERS k 8-09.5 AaMhtant Section s 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"J 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 1", "Raised Pavement Marker Type 2", and "Raised Pavement Marker Type 3- Inand "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 contractasa 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 RC'W58.09.130. 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�i�35 Paymel�t Section$ 33.5 is supplemented by adding the following: Reset Existing Monument"per each. Resetting an existing monument impacted by construction shall be incidental unless included as apay nein in the'Schedule of Prices. H:\Fle Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.doc75 8-14 CEMENTCONCRETE SIDEWALKS 8-143(4) Curing Section 844.3(4)is replaced with: The cu: 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: When the contract contains a pay item for"Curb Kamp,Cement Concrete,"the per each measurement shall include all costs for the complete installation per the plans and standard details including expansion joint material, curb and gutter and ramped sidewalk section. 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. 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 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 817.5 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 Pro;}ects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\I605 SPECS-FINAL Union-Duvall\23a-City-Special"Provs-2006-DCv03.doc76 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 8-20.2(I) 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. *496 « SEG"TT!ding the fell Ol Amended-Apr l 4 2005 by Ori 5S131 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 15ROK8N 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(brew) 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL,Union-Duvall\23a-City-Special Provs-2006-DCv03.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 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 14 feet long, installed parallel to another crosswalk stripe and parallel to the direction of traffic flow and centered in pairs on Iane lines and the center of lanes. See detail sheet. Stop Line(Replacement) A SOLID WHITE line 12, 18,or 24 inches wide as noted on the Contract plans. 8-22.3(5) Installation Instructions Section 8-22.3(5)is revised as follows: A manufacturer's technical representative need not be present at the initial material installation to approve the installation procedure.. 8-22.5 Payment Section 8-22.5 is supplemented as follows: "Approach Stripe,"per linear foot. "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. 8-23 TEMPORARY PAVEMENT MARKINGS 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 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. H:\File Sys\SWP Surface Water Projects\SWP-27-Surface Water Projects{CIP)\27-3350 Union,Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvd3.doc78 Section [ . :Y+ k�Sllti � A � 1 E 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. Eli The wails 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 existingground level in embankment sections. Areas on which the gr rockery is to be placed shall be trimmed and dressed to conform to the elevation or slope indicated. The rock wall construction shall start as soon as possible upon the completion of the cut or fill section. Rock selection and placement shall be such that there will be no open voids in the exposed face of the wall over S 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 backfillmaterial. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be carefully placed by mechanical equipment and .in a manner such that the longitudinal axis if the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each row�vf 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 Back&ill The wall backfill shall consist of 1-1/2 inch minus crushed rock or gravel conforming to section 9- 03.9(3). This material will be placed to an 8,inch minimum thickness between the entire wall and the, cut or fill material. The backfill'material will be placed in lifts to an elevation approximately 6 inches below the course of rocks placed. The backfill will be placed after each course of rocks. Any backfill material on the bearing surface of the rock course will be removed before setting the next course. 8-24,3(1)x'.2 Brain 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 b6 g ipparoperly done, subject to the final decision of the engineer. All rejected material will be rentdved from"the construction`site and any rejected work shall' be repaired or replaced at no adds#c nal cast to the Owner. 8-243(1)G Measurement Measurement of the finished rock wall for payment will be made from the footing grade to the top of the wall and rounded to the nearest square yard. :.. 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. H.Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23-a-City-Special Provs-2006-DCv03.doc79' (January's,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***$$l$$*** 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: Noustatistical Commercial Evaluation Evaluation Aggregate,percent passing 1",3/", 12",and 318"sieves ±6% t8% U.S.No.4 sieve ±6%.` t8% U.S.No. 8 sieve ±6% ±8% U.S.No. 16 sieve ±4% t66/6 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 +0.7°f° 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°f°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 H. Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable and shall be asphalt treatment coated. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe(RC) Section 9-05.7(2)is replaced by the following: Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV Cement used in the manufacture of reinforced concrete pipe shall be Type H in conformance with ASTM Cl 50. No admixture-shall be used unless otherwise specified. H:Tile Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-200&DCv03.doc80 9-05,7(2)A . fc�rAreptC) axice(R Section 9i05.7(2)A1s 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- .t,,n 9-9} Coo,crete Storm Sewer Pipe Joints (RC) Sectio05.7(3)is replaced by the following: oint 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 I stating that the materials furnished comply in all respects with these w 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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DC03.dodl ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0&25 inch with an allowable tolerance of+ 10 percent. 9-© 12(3j CPEPSewerPipe 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 AASHT4 M294. 9- Supplement 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: 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. 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. All fittings shall be short-bodied ductile iron cement-mortar-tined, 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: 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. H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\l605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.doc82 For spiral rib storm,sewer i helical ribs shall project outwardlyfrorn the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs sall b 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 effectivelyjointed 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 16 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 walland shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch+ 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing,of ribs shall be 11.75 inches center to center(measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of+ 10 percent. 9-�5.'�S Gorru�a�ed ��f etF� fens�u��ert �� CPEI� _ Adtietl_P>roJect SWP 2 9-05.19( ) Descri) Ption , 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. 9-06.19(3) Fittings and Gaskets Fittings shall be Basketed 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. 9.0 .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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc83 1t 9-fl21 Ali h dens Pol [ane Pi IDPE Iew Section Pro• c SwP-77 te. .' flRISCOPLE� 41Dfl0 and 13R15Ct3PL.EX'�410t} Fligh-densifty Polyethylerfe;Pcping 1 General Tenns and Conditions 1.1 Scope- This specification covers requirements for DriscoPlexr'4000 end 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 beP erformed 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, AVWt1A, 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 erre,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. 2.3 Materials- Black PE materials used for the manufacture ofP Pofy y eth lane pipe Ind _ fittings shall be PE 3408 high density polyethylene meeting ASTM D 3360 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 730F. Color material, when used, shall be the same except for meeting ASTM 0`3350 cell classification 345464E. The materia) 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. H:iFile Sys1SWP-Surface Water Proj"\SWP-27-Surface Water Projects(CIP)127-3330 Union Ave-Duvall Ave11605 SPECS-FINAL Union-Duva11123a-City-Special Provs-2006-DCv03.doc84 2.9 iso eth ne F' in 's& Custom Fabricati lY yle # g ons P Iyethylene fittings and custom fabrications she!## Qlded or fabricated by the'Appytiyed.t'�'i s'M' of cturer. All fittings and custom fiabrie stvaN be pressure ratedfort rne>int l pressure rating as the mating pipe. 2.10 Mold d 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 0906. 2.11 Fabricated Fittings- Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stack 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._ rr 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 Bach.-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 *600re. 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 i and fittings may be joined together or to pipe _ g_ y 1 9 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.I When joining by other means, the installation instructions of the joining device manufacturer shall be observed. 4 Installation H.Tile Sys\SWP-Surface Water ProjectASWP 27-Surface Water Projects(CIP)127-3350 Union Ave-Duvall Ave11605 SPECS-FINAL Union-DuvalMa-City-Special Provs-2006-DCv03.doc85 4 1 Genera!- When delivered, a receiving inspection shall be performed and any shipping damage shat( be reported to the manufacturer within 7 days. :Installation shall be in accordance with,ASTM D 2774, Manufacturer's recommendations and'this specification. All 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 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 ensure a safe working environment. 4.3 LargeDiameter Fabricated Fittings- Not more than one plain-end connection of 16"IPS and larger fabricated directional fittings (elbows, tees, etc.) shall be butt fused to the end of a pipe length before placing the assembly into this trench. The remaining fitting connections shall be made in the trench using butt fusion, flange or other connection means in accordance with 3.2. Flange and ether mechanical connections shall be assembled,.and tightened in accordance with the connection manufacturer's instructions and 4.4. Handling, lifting, moving or towering a 16"IPS or larger fabricated'fitting that is connected to more than one pipe length is prohibited. The installing contractor at his expense; shall correct fitting 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 belts be used to draw,the connection into alignment. Bolt threads shall be lubricated, and.flet washers should be used under the nuts. Botts'shall be evenly tightened according to the tightening pattern and torque step recommendations of the Manufacturer. At least I hour after initial assembty,,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 sling capable of safely carrying the load shall be used to lift, move, or lower pipe and fitfin4t.t 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 sail type and particle size shall be in accordance with ASTM!Q 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 i 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 HAFile Sys1SWP-Surface Water Ptoj"\SWP27=Surface Water Projects(CIP)129-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union Duvallt23a-City-Special Provs-2006-DCvO3.doc86 5.1 Fusion Quali v The Contractor ty tactor shalt 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 fusionprocedure, and shall re-make the rejected fusions. t H:\File Sys\SWP-Surface Water Projects\SWP-27 Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-SpecialProvs-2006-DCv03.doc87 9-08 PAINTS 9-08.8 Manhole Coating System Products 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 m' any case; System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield high solids urethane(2.0 DFT) ish Two or more coats of Wasser MC-Aroshieid(min.4..0 DFT) Color White H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface water Projects(CT)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc88 9 14 Hyd�sse� � Item (Added Sectron) �h� � � � ��; Proaecf SW P-27- Confractcir shall l-fydroseed au areas disturbed as a resell of the constr�+dtron'aotrvrtles Seed (addrtron� r Seed.mpc tiir`hyttrQseed"trig sha{I'be as foil©ws Meadow Seed Mix % % Puri o Purity /o _ Weight Germination Redtop or Oregon Bentgrass 40 92 85 Agrostis alba or Agrostis oregonensis Red Fescue 40 98 90 Festuce rubra White dutch Clover 20 98 90 Tirfolium repens Seed small be applied at the rate of 120 pounds per acre. If 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. 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 fiber exceeding 3.5 mm in length, and 60% of fibers 8.5mm or longer. 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:\Fle Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCvO3.doc89 m. Tackifier shall be orated into incorporated TacWfier shall be primarily composted of guar gu p the wood fiber in the drying process. Percentage of tackifer 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 tackifies and regular wood fiber mulch to provide tacker 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 plartting 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 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. 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 shalt 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. 1. 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 Fl C Fly Ash(R ) Section 9-23.9 is revised as follows: Fly ash shall not be used around water lines. H:\File Sys\S WP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DC03.4oc90 . 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) 'l Dude Iran Pipe(RC) Section 940.1(1) as follows: (*** **) 1. Ductile iron pipe shall be centrifugally cast and meet1he 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 fora 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. Pe - P. Pe g 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. z Gate valves shall conform to AWWA C500 and shall be iron body,bronze-mounted, double disc with bronze wedging device and O-ring stuffmg box. x Resilient Seated Gate Valves; Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C569 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion banded 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 stern 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 I 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(C1P)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc9I 9-303(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, "Meavy-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 paint 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 iron,ductile iron epoxy-coated steel,or other approved material. Section 9-30.3(9)is a new section: -30.3(9) :Blow-OffAssembly Permanent blow-off assemblyshall be#78 K.upferle Foundry Co. or approved equal. Installation of blow-off permanent blow-ofassembly 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. - 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type(oypening with the pressure)or approved equal conforming to AWWA C-502-85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening 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 shalt 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(MY.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)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a City-Special Provs-2006-DCv03.doc92 threadsr inch and one 4 inch pe 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-IAV'pentagon operating nut opened by turning counter clockwise(left). The two 2-112" hose nozzles shall be fitted with cast iron threaded caps ap 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 y 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 H:\File Sys\SWP-Surface Water Projects\SWP-27—Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1605 SPECS-FINAL Union-Duvall\23a-City-Special Provs-2006-DCv03.doc93 i 1 1 0 1 9 9 a 8 3 9 1 1 1 1 } a b 5, ?vfi>MEW 1 'if $ .. 11�- P, b - 4 r r a �5 v €111F, t �', ° 4'.} r d ,�. F3I'll �. x �11. 3 � ,M k '�, ST,, - > t 1 T P _'f' r pa d. 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'�'�,. a,yr Sat" "i f',r' a my xz *`= 1 INTRO.AP1 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2010 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 02.AP1 17 SECTION 1-02, BID PROCEDURES AND CONDITIONS 18 January 4, 2010 19 1-02.7 Bid Deposit 20 In the first paragraph, the third sentence is revised to read: r,. 21 22 For projects scheduled for bid opening in Olympia, the proposal bond may be in hard 23 copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 24 25 1-02.9 Delivery of Proposal 26 In the first paragraph, the first sentence is revised to read: 27 �. 28 For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and 29 submitted in the envelope provided with it, or electronically via Expedite software and 30 BidX.com at the location and time identified in Section 1-02.12. 31 32 The following new paragraph is inserted after the first paragraph: 33 34 For projects scheduled for bid opening in the Region, each Proposal shall be sealed 35 and submitted in the envelope provided with it, at the location and time identified in 36 Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper r 37 handling and delivery. 38 39 06.AP1 40 SECTION 1-06, CONTROL OF MATERIALS 41 April 5, 2010 42 1-06.1 Approval of Materials Prior to Use 43 This section is supplemented with the following new sub-section: 44 45 1-06.1(4) Fabrication Inspection Expense 46 In the event the Contractor elects to have items fabricated beyond 300 miles from 47 Seattle, Washington the Contracting Agency will deduct from payment due the +rw 48 Contractor costs to perform fabrication inspection on the following items: 49 wr ASSEMBLED AMENDMENTS 1 No I Steel Bridges and Steel Bridge components 2 Cantilever Sign Structures and Sign Bridges 3 Cylindrical, Disc, Pin, and Spherical Bearings 4 Modular Expansion Joints 5 Additional items as may be determined by the Engineer. 6 7 The deductions for fabrication inspection costs will be as shown in the Payment Table 8 below. 9 Zone Place of Fabrication Reduction in Payment 1 Within 300 airline miles None from Seattle 2 Between 300 and 3,000 $700.00 per*inspection day airline miles from Seattle 3 Over 3,000 airline miles $1,000 per*inspection day, from Seattle but not less than $2,500 per tri 10 *Note -An inspection day includes any calendar day or portion of a calendar 11 day spent inspecting at or traveling to and from a place of fabrication. 12 13 Where fabrication of an item takes place in more than one zone, the reduction in 14 payment will be computed on the basis of the entire item being fabricated in the furthest 15 of zones where any fabrication takes place on that item. 16 17 The rates for Zone 2 and 3 shall be applied for the full duration time of all fabrication 18 inspection activities to include but not limited to; plant approvals, prefabrication 19 meetings, fabrication, coatings and final inspection. 20 ASSEMBLED AMENDMENTS 2 wli w 1 1 1-06.2(2)A General 2 Table 2 "Pay Factors" on page 1-39 is revised to read: 3 Table 2 Pay Factors PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(PU+PL)-100 No Category n_3 n_4 n_5 n_6 n_7 n_8 n_9 n_10 n_12 n_15 n_18 n_23 n_30 n_43 n_67 to to to to to to to to n_11 n_14 n_17 n_22 n_29 n_42 n_66 b to 1.05 100 100 100 100 100 100 100 100 100 100 1.04 100 99 97 95 96 96 96 97 97 97 97 1.03 100 98 96 94 92 93 93 94 95 95 96 96 1.02 99 97 94 91 89 90 91 92 93 93 94 94 1.01 100 100 100 98 95 92 89 87 88 89 90 91 92 92 93 1.00 69 75 78 80 82 83 84 85 86 87 88 89 90 91 92 me 0.99 66 72 76 78 80 81 82 83 84 85 86 87 89 90 91 0.98 64 70 74 76 78 79 80 81 82 84 85 86 87 88 90 0.97 63 68 72 74 76 77 78 79 81 82 83 84 86 87 88 0.96 61 67 70 72 74 75 76 78 79 81 82 83 84 86 87 "N 0.95 59 65 68 71 72 74 75 76 78 79 80 82 83 84 86-- 0.94 58 63 67 69 71 72 73 75 76 78 79 80 82 83 85 0.93 57 62 65 67 69 71 72 73 75 76 78 79 80 82 84 0.92 55 60 63 66 68 69 70 72 73 75 76 78 79 81 82 0.91 54 59 62 64 66 68 69 70 72 74 75 76 78 79 81 40 0.90 53 57 61 63 65 66 67 69 71 72 74 75 77 78 80 0.89 51 56 59 62 63 65 66 68 69 71 72 74 75 77 79 0.88 50 55 58 60 62 64 65 66 68 70 71 73 74 76 78 0.87 49 53 57 59 61 62 63 65 67 68 70 71 73 75 77 No 1 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 4 (Continued) 5 No 6 7 Table 2 "Pay Factors" on page 1-40 is revised to read: 8 w�► Table 2 Pay Factors continued PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(Pu+PL)-100 +My Category n_3 n_4 n_5 n_6 n_7 n_8 n_9 n_10 n_12 n_15 n_18 n_23 n_30 n_43 n_67 to to to to to to to to n_11 n_14 n=17 n_22 n=29 n_42 n_66 0.85 46 51 54 56 58 60 61 62 64 66 67 69 71 72 75 ,yr 0.84 45 49 53 55 57 58 60 61 63 65 66 68 70 71 73 0.83 44 48 51 54 56 57 58 60 62 64 65 67 69 70 72 0.82 43 47 50 53 54 56 57 59 61 62 64 66 67 69 71 0.81 41 46 49 51 53 55 56 58 59 61 63 64 66 68 70 0.80 40 44 48 50 52 54 55 56 58 60 62 63 65 67 69 to 0.79 39 43 46 49 51 52 54 55 57 59 61 62 64 66 68 0.78 38 42 45 48 50 51 52 54 56 58 59 61 63 65 67 0.77 36 41 44 46 48 50 51 53 55 57 58 60 62 64 66 0.76 35 39 43 45 47 49 50 52 54 56 57 59 61 63 65 0.75 33 38 42 44 46 48 49 51 53 54 56 58 60 62 64 REJECT Values Less Than Those Shown Above Reject Quality Levels Less Than Those Specified for a 0.75 Pay Factor Note:If the value of(P +P)-100 does not correspond to a(P +P)-100 value in this table,use the next smaller(P +P)-100 value. rrw 9 10 11 07.AP1 12 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 13 April 5, 2010 14 1-07.13(4) Repair of Damage 15 The last sentence in the first paragraph is revised to read: ter ASSEMBLED AMENDMENTS 3 aw 1 2 For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8- 3 17.5, payment will be made in accordance with Section 1-09.4 using the estimated Bid 4 item "Reimbursement for Third Party Damage". 5 6 1-07.16(2) Vegetation Protection and Restoration 7 The second paragraph is revised to read: 8 9 Damage which may require replacement of vegetation includes torn bark stripping, 10 broken branches, exposed root systems, cut root systems, poisoned root systems, 11 compaction of surface soil and roots, puncture wounds, drastic reduction of surface 12 roots or leaf canopy, changes in grade greater than 6-inches, or any other changes to 13 the location that may jeopardize the survival or health of the vegetation to be preserved. 14 15 The third paragraph is revised to read: 16 17 When large roots of trees designated to be saved are exposed by the Contractor's 18 operation, they shall be wrapped with heavy, moist material such as burlap or canvas 19 for protection and to prevent excessive drying. The material shall be kept moist and 20 securely fastened until the roots are covered to finish grade. All material and fastening 21 material shall be removed from the roots before covering. All roots 1-inch or larger in 22 diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. 23 Damaged, torn, or ripped bark shall be removed as ordered by the Engineer at no 24 additional cost to the Contracting Agency. 25 26 The fourth paragraph is revised to read: 27 28 Any pruning activity required to complete the Work as specified shall be performed by a 29 Certified Arborist as designated by the Engineer. „ 30 31 08.AP1 32 SECTION 1-08, PROSECUTION AND PROGRESS 33 April 5, 2010 34 1-08.1 Subcontracting 35 The second and third sentences in the eighth paragraph are revised to read: 36 37 This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, 38 "Quarterly Report of Amounts Paid as MBEMBE Participants", quarterly for the State 101x` 39 fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through 40 September 30, October 1 through December 31, and for any remaining portion of a 41 quarter through Physical Completion of the Contract. The report is due 20 calendar ' 42 days following the fiscal quarter end or 20-calendar days after Physical Completion of 43 the Contract. 44 ► 45 The last sentence in the ninth paragraph is revised to read: 46 47 When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in at 48 lieu of WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBE/WBE 49 Participants". 50 ASSEMBLED AMENDMENTS 4 rrr 1 1-08.5 Time for Completion 2 The last two sentences in the first paragraph are revised to read: 3 4 When any of these holidays fall on a Sunday, the following Monday shall be counted a 5 nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be 6 counted a nonworking day. The days between December 25 and January 1 will be 7 classified as nonworking days. 8 9 09.AP1 • 10 SECTION 1-09, MEASUREMENT AND PAYMENT 11 January 4, 2010 12 1-09.9 Payments 13 The first paragraph is revised to read: 14 15 The basis of payment will be the actual quantities of Work performed according to the 16 Contract and as specified for payment. 17 18 The Contractor shall submit a breakdown of the cost of lump sum Items to enable the 19 Project Engineer to determine the Work performed on a monthly basis. Lump sum item 20 breakdowns shall be submitted prior to the first progress payment that includes payment 21 for the Bid Item in question. A breakdown is not required for lump sum items that 22 include a basis for incremental payments as part of the respective Specification. Absent 23 a lump sum breakdown the Project Engineer will make a determination based on 24 information available. The Project Engineer's determination of the cost of work shall be 25 final. 26 27 In the third paragraph, the second sentence is deleted. „r 28 29 10.AP1 30 SECTION 1-10, TEMPORARY TRAFFIC CONTROL w 31 April 5, 2010 32 In Division 1-10, all references to "truck mounted" are revised to read "transportable". to 33 34 1-10.2(3) Conformance to Established Standards 35 In the fifth paragraph, the reference "(TMA's)" is deleted. 36 ` 37 1-10.3(2)C Lane Closure Setup/Takedown 38 In the second paragraph, the reference to "TMA/arrow board" is revised to read 39 "transportable attenuator/arrow board". 40 41 1-10.3(3)A Construction Signs 42 In the fourth paragraph "height" is replaced with "top of the ballast". 43 44 1-10.3(3)J Truck Mounted Attenuator 45 The title for this section is revised to read: 46 47 1-10.3(3)J Transportable Attenuator 48 wr ASSEMBLED AMENDMENTS 5 r 1 01.AP5 2 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION 3 January 4, 2010 4 5-01.2 Materials 5 The referenced section for the following item is revised to read: 6 � 7 Dowel Bars 9-07.5(1) 8 9 04.AP5 10 SECTION 5-04, HOT MIX ASPHALT 11 April 5, 2010 12 5-04.3(8)A1 General 13 The second sentence in the second paragraph is revised to read: 14 15 Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt 16 binder, when the Proposal quantities exceed 4,000-tons. 17 err 18 The third paragraph is revised to read: 19 20 Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal 21 quantities for a class of HMA, with the same PG grade of asphalt binder, are 4,000-tons 22 or less. 23 24 5-04.3(8)A4 Definition of Sampling Lot and Sublot " 25 The first sentence in the first paragraph is revised to read: 26 27 A lot is represented by randomly selected samples of the same mix design that will be 28 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 29 may be increased to 25 sublots 30 31 5-04.3(10)B1 General 32 The first sentence in the second paragraph is revised to read: 33 rr 34 A lot is represented by randomly selected samples of the same mix design that will be 35 tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design 36 may be increased to 25 sublots. 37 38 05.AP5 39 SECTION 5-05, CEMENT CONCRETE PAVEMENT 40 April 5, 2010 41 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 42 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". ` 43 44 The eighth paragraph is revised to read: 45 46 Acceptance testing for compliance of air content and 28-day compressive strength shall 47 be conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air 48 content shall be determined by conducting WSDOT FOP for WAQTC /AASHTO T 152. ASSEMBLED AMENDMENTS 7 1 Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and 2 WSDOT FOP for AASHTO T 22. 3 4 5-05.3(12) Surface Smoothness 5 The first paragraph is revised to read: 6 'w 7 The pavement smoothness will be checked with equipment furnished and operated by 8 the Contractor, under supervision of the Engineer, within 48-hours following placement 9 of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, as 10 intersections, tight horizontal curves, and small or irregular areas as defined by Section 11 5-05.3(3) unless specified otherwise, will be measured with a recording profilograph, as 12 specified in Section 5-05.3(3), parallel to centerline, from which the profile index will be 13 determined in accordance with WSDOT Test Method 807. Tight horizontal curves are 14 curves having a centerline radius of curve less than 1,000 feet and pavement within the 15 superelevation transition of those curves. 16 17 5-05.3(16) Protection of Pavement 18 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". 19 "' 20 5-05.3(17) Opening to Traffic 21 All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". 22 1W 23 02.AP6 24 SECTION 6-02, CONCRETE STRUCTURES 25 April 5, 2010 26 6-02.3(6) Placing Concrete 27 The third paragraph is revised to read: + 28 29 All foundations, forms, and contacting concrete surfaces shall be moistened with water 30 just before the concrete is placed. Any standing water on the foundation, on the ®. 31 concrete surface, or in the form shall be removed. 32 33 The following new sentence is added after the fourth sentence in the fourth paragraph: 34 35 The submittal to the Engineer shall include justification that the concrete mix design will 36 remain fluid for interruptions longer than 30-minutes between placements. 37 38 6-02.3(10)D Concrete Placement, Finishing, and Texturing 39 The following paragraph is inserted at the beginning of this section: 40 41 Before placing bridge approach slab concrete, the subgrade shall be constructed in 42 accordance with Sections 2-06 and 5-05.3(6). 43 44 6-02.3(11) Curing Concrete 45 In the fifth paragraph "Type 1 D" is revised to read "Type 1 D, Class B". 46 47 6-02.3(17)F Bracing 48 Under the heading "Temporary Bracing for Bridge Girders", the table is revised to read: 49 Girder Series Distance in Inches r ASSEMBLED AMENDMENTS 8 aw W42G 30 W50G 42 W58G 63 W74G 66 Prestressed concrete tub girders 30 with webs with flanges " WF36G, WF42G, WF50G, 70 WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G W32BTG, W38BTG, and 70 W62BTG WF74PTG, WF83PTG, 70 WF95PTG, and WF100PTG 1 2 3 6-02.3(17)N Removal of Falsework and Forms 4 The first paragraph including table is revised to read: 5 6 If the Engineer does not specify otherwise, the Contractor may remove forms based on 7 an applicable row of criteria in the table below. Both compressive strength and minimum 8 time criteria must be met if both are listed in the applicable row. The minimum time shall 9 be from the time of the last concrete placement the forms support. In no case shall the 10 Contractor remove forms or falsework without the Engineer's approval. rr y ASSEMBLED AMENDMENTS 9 s. 1 Concrete Placed In Percent of Specified Minimum Minimum Time Minimum Compressive to Compressive Strengthl Stren thl Columns, walls, non- — — 3 days VW sloping box girder webs, abutments, footings, pile caps„ traffic and pedestrian barriers, and any other side form not supporting the concrete weight. Columns, walls, non- — 1400 psi 18 hours sloping box girder webs, abutments, traffic and pedestrian barriers, and any other side form not supporting the concrete weight or other loads. Side forms of footings, pile — — 18 hours caps, and shaft ca s.2 Crossbeams, shaft caps, 80 — 5 days struts, inclined columns and inclined walls. aw Bridge decks supported on 80 — 10 days wood or steel stringers or on steel or prestressed aw concrete girders.3 Box girders, T-beam 80 — 14 days girders, and flat-slab M, Su erstructure.3 Arches.3 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the iw form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. go 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete placed.affecting any span. 2 'o 3 4 The third and fourth paragraphs are deleted. 5 aw 6 The fifth paragraph is revised to read: 7 8 Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not 9 become dry during form removal if removed during the cure period. 10 11 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 12 In the fourth paragraph "9-20.3(4)" is revised to read "Section 9-20.3(4)". 13 ASSEMBLED AMENDMENTS 10 irr 1 6-02.3(24) Reinforcement 2 This first paragraph is revised to read: 3 4 Although a bar list is normally included in the Plans, the Contracting Agency does not 5 guarantee its accuracy and it.shall be used at the Contractor's risk. Reinforcement 6 fabrication details shall be determined from the information provided in the Plans. 7 8 The third paragraph is deleted. 9 10 6-02.3(24)C Placing and Fastening 11 The eighth paragraph is revised to read: 12 13 Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. 14 15 The 14th paragraph is revised to read: 16 17 Clearances for main bars shall be at least: 18 { 19 4-inches between: Bars and the surface of any concrete masonry exposed 20 to the action of salt or alkaline water. 21 22 3-inches between: Bars and the surface of any concrete deposited against 23 earth without intervening forms. 24 25 2-1/2-inches between: Adjacent bars in a layer. Bridge deck bars and the top of 26 the bridge deck. + 27 28 2-inches between: Adjacent layers. Bars and the surface of concrete 29 exposed to earth. Reinforcing bars and the faces of 30 forms for exposed aggregate finish. 31 32 1-1/2-inches between: Bars and the surface of concrete when not specified 33 otherwise in this Section or in the Plans. Barrier and 34 curb bars and the surface of concrete. 35 36 1-inch between: Slab bars and the bottom of the slab. Slab bars and the 37 top surface of the bottom slab of a cast-in-place 38 concrete box girder. 39 40 The following new paragraph is inserted after the 14th paragraph: 41 42 Cover to ties and stirrups may be Y2-inch less than the values specified for main bars 43 but shall not be less than 1-inch. 44 45 6-02.3(24)F Mechanical Splices r 46 Items 1, 2, and 3 in the fourth paragraph are revised to read: 47 48 1. Mechanical splices shall develop at least 125 percent of the specified yield strength ry 49 of the unspliced bar. The ultimate tensile strength of the mechanical splice shall 50 exceed that of the unspliced bar. 51 <t ASSEMBLED AMENDMENTS 11 wo 1 2. The total slip of the bar within the spliced sleeve of the connector after loading in 2 tension to 30.0 ksi and relaxing to 3.0 ksi shall not exceed the following measured 3 displacements between gage points clear of the splice sleeve: 4 5 a. 0.01 inches for bar sizes up to No. 14. 6 r 7 b. 0.03 inches for No. 18 bars. 8 9 3. The maximum allowable bar size for mechanical laps splices shall be No. 6. 10 11 6-02.3(25) Prestressed Concrete Girders 12 Under the heading "Prestressed Concrete Wide Flange I Girder" the last sentence is 13 revised to read: 14 15 WSDOT standard girders in this category include Series WF36G, WF42G, WF50G, 16 WF58G, WF66G, WF74G, WF83G, WF95G and WF100G. 17 18 Under the heading "Spliced Prestressed Concrete Girder" the last sentence is revised to 19 read: 20 21 WSDOT standard girders in this category include Series WF74PTG, WF83PTG, 22 WF95PTG and WF100PTG. +rr 23 24 6-02.3(25)L Handling and Storage 25 In the third sentence of the second paragraph, the reference to "1-foot-9-inches" is revised to MW 26 read "3-foot-0-inches". 27 28 6-02.3(25)N Prestressed Concrete Girder Erection Aw 29 The seventh paragraph is supplemented with the following: 30 31 The aspect ratio (height/width) of oak block wedges at the girder centerline shall not 32 exceed 1.0. 33 34 6-02.3(26)E Ducts 35 Beneath the heading "Ducts for Internal Embedded Installation" the second sentence in 36 the second paragraph is revised to read: 37 38 Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of 39 PP0340B14541 to PP03401367884. 40 41 6-02.3(28)F Tolerances 42 The reference to "PCI-MNL-166" is revised to read "PCI-MNL-116". 43 44 03.AP6 •�• 45 SECTION 6-03, STEEL STRUCTURES 46 April 5, 2010 47 6-03.3(25) Repair Welding 48 In the first paragraph "2002" is revised to read "2008". wr ASSEMBLED AMENDMENTS 12 'SII 1 2 6-03.3(25)A Welding Inspection 3 In the first paragraph "2002" is revised to read "2008". 4 5 In the paragraph below the heading "Radiographic Inspection" "2002 Structural' is revised 6 to read "2008 Bridge". 7 8 6-03.3(29) Vacant 9 This section including title is revised to read: 10 11 Welded Shear Connectors 12 All welded shear connectors on steel girder top flanges shall be installed in the field 13 after the forms for the concrete bridge deck are in place. The steel surface to ber 14 welded shall be prepared to SSPC-SP 11, power tool cleaning, just prior to welding. 15 Installation, production control, and inspection of welded shear connectors shall 16 conform to Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2008 Bridge Welding Code. 17 After the welded shear connectors are installed, the weld and the disturbed steel 18 surface shall be cleaned and painted in accordance with Section 6-07.3(9)1. 19 20 07.AP6 21 SECTION 6-07, PAINTING 22 April 5, 2010 rri 23 6-07.3(9)G Application of Shop Primer Coat 24 In the second paragraph, the second, third, and fourth sentences are deleted. 25 26 6-07.3(9)1 Application of Field Coatings 27 The following new paragraph is inserted preceding the first paragraph: 28 ` 29 Prior to applying field coatings, the Contractor shall field install welded shear connectors 30 on the steel girder top flanges in accordance with Section 6-03.3(29) and as shown in 31 the Plans. After installation of the welded shear connectors, the weld and the disturbed awr 32 surface of the steel girder top flange shall be cleaned in accordance with SSPC-SP 11 33 and primed. 34 35 6-07.3(10)H Paint System 36 In the first sentence of the first paragraph "new steel' is revised to read "existing steel'. 37 38 09.AP6 39 SECTION 6-09, MODIFIED CONCRETE OVERLAYS 40 January 4, 2010 41 6-09.3(6) Further Deck Preparation 42 In the second paragraph, item number 3. and 4. are revised to read: 43 44 3. Existing non-concrete patches as authorized by the Engineer. 45 46 4. Additionally, for concrete surfaces scarified by rotomilling only, exposure of " 47 reinforcing steel to a depth of one-half of the periphery of a bar for a distance of 12- 48 inches or more along the bar. 49 rW ASSEMBLED AMENDMENTS 13 `W 1 6-09.3(6)B Deck Repair Preparation 2 In the first paragraph, the second sentence is revised to read: 3 we 4 For Concrete surfaces scarified by rotomilling, concrete shall be removed to provide a 5 %-inch minimum clearance around the top mat of steel reinforcing bars only where 6 unsound concrete exists around the top mat of steel reinforcing bars, or if the bond 7 between concrete and the top mat of steel is broken. 8 9 10.AP6 10 SECTION 6-10, CONCRETE BARRIER 11 January 4, 2010 ,► 12 6-10.3(1) Precast Concrete Barrier 13 In the 12th paragraph, the first sentence is revised to read: 14 15 Only 1 section less than 20-feet long for single slope barrier and 10-feet long for all 16 other barriers may be used in any single run of precast barrier, and it must be at least 8- 17 feet long. 18 aw 19 6-10.3(6) Placing Concrete Barrier 20 The first paragraph is revised to read: 21 22 Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation 23 shaped to a uniform grade and section. The foundation surface for precast concrete 24 barrier Type 2, 3, 4 and transitions shall meet this test for uniformity: 25 26 When a 10-foot straightedge is placed on the surface parallel to the centerline for 27 the barrier, the surface shall not vary more than %-inch from the lower edge of the .,► 28 straightedge. If deviations exceed %4-inch, the Contractor shall correct them as 29 required in Section 5-04.3(13). 30 31 In the second paragraph, the first sentence is revised to read: 32 33 The Contractor shall align the joints of all precast barrier segments so that they offset no 34 more than %-inch transversely and no more than 3/-inch vertically. 35 36 12.AP6 37 SECTION 6-12, NOISE BARRIER WALLS 38 April 5, 2010 39 6-12.3(6) Precast Concrete Panel Fabrication and Erection 40 The second sentence of the first paragraph in Item 3 is revised to read: 41 42 The Contractor shall cast the precast concrete panels horizontally. 43 44 17.AP6 45 SECTION 6-17, PERMANENT GROUND ANCHORS do 46 January 4, 2010 47 6-17.3(7) Installing Permanent Ground Anchors FM 48 In the third paragraph, the first sentence is revised to read: rr ASSEMBLED AMENDMENTS 14 err 1 2 The tendon shall be inserted into the drill hole to the desired depth prior to grouting. 3 4 In the third paragraph, the following sentence is inserted after the first sentence: 5 6 Wet setting of permanent ground anchors will not be allowed. 7 8 02.AP7 9 SECTION 7-02, CULVERTS 10 January 4, 2010 11 7-02.2 Materials 12 In the first paragraph, the following two items are inserted after the item "Corrugated „ r 13 Polyethylene Culvert Pipe 9-05.19": 14 15 Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 16 High Density Polyethylene (HDPE) Pipe 9-05.23 17 18 7-02.5 Payment , 19 This section is supplemented with the following: 20 21 "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.", per linear foot. 22 "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. 23 24 04.AP7 25 SECTION 7-04, STORM SEWERS 26 January 4, 2010 27 7-04.2 Materials 28 In the first paragraph, the following two items are inserted after the item "Corrugated 29 Polyethylene Storm Sewer Pipe 9-05.20": 30 wr 31 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 32 High Density Polyethylene (HDPE) Pipe 9-05.23 33 .r 34 7-04.5 Payment 35 This section is supplemented with the following: 36 37 "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam.", per linear foot. 38 "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. 39 40 01.AP8 41 SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL 42 April 5, 2010 43 8-01.2 Materials 44 In the first paragraph, the following is inserted after the first sentence: as 45 46 Corrugated Polyethylene Drain Pipe 9-05.1(6) 47 ■w ASSEMBLED AMENDMENTS 15 to 1 8-01.3(1) General 2 In the sixth paragraph, the first sentence is revised to read: 3 1W 4 When natural elements rut or erode the slope, the Contractor shall restore and repair 5 the damage with the eroded material where possible, and remove and dispose of any 6 remaining material found in ditches and culverts. rr 7 8 In the seventh paragraph the first two sentences are deleted. 9 , . 10 The table in the seventh paragraph is revised to read: 11 12 Western Washington (West of the Cascade Mountain crest) 13 May 1 through September 30 17 Acres 14 October 1 through April 30 5 Acres 15 16 Eastern Washington (East of the Cascade Mountain crest.) 17 April 1 through October 31 17 Acres 18 November 1 through March 31 5 Acres 19 20 The eighth paragraph is revised to read: 21 22 The Engineer may increase or decrease the limits based on project conditions. 23 24 The ninth paragraph is revised to read: 25 26 Erodible earth is defined as any surface where soils, grindings, or other materials may 27 be capable of being displaced and transported by rain, wind, or surface water runoff. 28 29 The 10th paragraph is revised to read: 30 31 Erodible earth not being worked, whether at final grade or not, shall be covered 32 within the specified time period, (see the tables below) using an approved soil 33 covering practice. 34 35 Western Washington (West of the Cascade Mountain crest) Iwo 36 October 1 through April 30 2-days maximum 37 May 1 to September 30 7-days maximum 38 to 39 40 Eastern Washington (East of the Cascade Mountain crest.) 41 October 1 through June 30 5-days maximum 42 July 1 through September 30 10-days maximum 43 44 8-01.3(1)A Submittals 45 This section is revised to read: 46 47 When a Temporary Erosion and Sediment Control (TESC) Plan is included in the Plans, 48 the Contractor shall either adopt or modify the existing TESC Plan. If modified, the 49 Contractor's TESC Plan.shall meet all requirements of Chapter 6-2 of the current edition 50 of the WSDOT Highway Runoff Manual. The Contractor shall provide a schedule for 51 TESC Plan implementation and incorporate it into the Contractor's progress schedule. 52 The Contractor shall obtain the Engineer's approval of the TESC Plan and schedule ow ASSEMBLED AMENDMENTS 16 w 1 prior to the beginning of Work. The TESC Plan shall cover all areas that maybe affected 2 inside and outside the limits of the project (including all Contracting Agency-provided 3 sources, disposal sites, and haul roads, and all nearby land, streams, and other bodies so 4 of water). 5 6 The Contractor shall allow at least 5-working days for the Engineer to review any 7 original or revised TESC Plan. Failure to approve all or part of any such Plan shall not of 8 make the Contracting Agency liable to the Contractor for any Work delays. 9 10 8-01.3(1)B Erosion and Sediment Control (ESC) Lead .rr 11 In the last paragraph, "Form Number 220-030 EF" is revised to read "WSDOT Form Number 12 220-030 EF". 13 14 8-01.3(1)C Water Management 15 In number 2., the reference to "Standard Specification" is revised to read "Section". 16 17 Number 3., is revised to read: 18 19 3. Offsite Water 20 Prior to disruption of the normal watercourse, the Contractor shall intercept the 21 offsite stormwater and pipe it either through or around the project site. This water 22 shall not be combined with onsite stormwater. It shall be discharged at its pre- 23 construction outfall point in such a manner that there is no increase in erosion 24 below the site. The method for performing this Work shall be submitted by the 25 Contractor for the Engineer's approval. 26 27 8-01.3(1)D Dispersion/Infiltration 28 This section is revised to read: 29 rr 30 Water shall be conveyed only to dispersion or infiltration areas designated in the TESC 31 Plan or to sites approved by the Engineer. Water shall be conveyed to designated 32 dispersion areas at a rate such that, when runoff leaves the area, and enters waters of 33 the State, turbidity standards are achieved. Water shall be conveyed to designated 34 infiltration areas at a rate that does not produce surface runoff. 35 36 8-01.3(2)B Seeding and Fertilizing 37 The fourth paragraph is revised to read: 38 39 The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform at 40 application. This tracer shall not be harmful to plant, aquatic or animal life. If cellulose 41 fiber mulch or wood fiber mulch is used as a tracer, the application rate shall not exceed 42 250-pounds per acre. Ow 43 44 In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder". 45 46 8-01.3(2)D Mulching 47 In the second paragraph, the second sentence is revised to read: 48 49 Wood strand mulch shall be applied by hand or by straw blower on seeded areas. 50 51 In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read 52 "hydroseeder". ASSEMBLED AMENDMENTS 17 2 In the fourth paragraph, "MBFM" is revised to read "MBFM/FRM". 3 4 8-01.3(2)E Tacking Agent and Soil Binders 5 The following new paragraph is inserted at the beginning of this Section: 6 7 Tacking agent or soil binders applied using a hydroseeder shall have a mulch 8 tracer added to visibly aid uniform application. This tracer shall not be harmful to 9 plant, aquatic or animal life. If cellulose fiber mulch or wood fiber mulch is used as a vrr 10 tracer, the application rate shall not exceed 250-pounds per acre. 11 12 The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" is supplemented with the w„ 13 following: 14 15 The BFM may require a 24 to 48 hour curing period to achieve maximum performance 16 and shall not be applied when precipitation is predicted within 24 to 48 hours, or on 17 saturated soils, as determined by the Engineer. 18 19 The last paragraph including title is revised to read: 20 21 Soil Binding Using Mechanically-Bonded Fiber Matrix (MBFM) or Fiber Reinforced 22 Matrix (FRM) r 23 The MBFM/FRM shall be hydraulically applied in accordance with the manufacturer's 24 installation instructions and recommendations. 25 26 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 27 The first paragraph is revised to read: 28 29 Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, 30 and mulching of slopes shall be performed during the following periods: 31 32 Western Washington' Eastern Washington 33 (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) 34 March 1 through May 15 October 1 through November 15 only 35 September 1 through October 1 36 37 'Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be 38 accomplished during the fall period listed above. Written permission to seed after 39 October 1 will only be given when Physical Completion of the project is imminent and 40 the environmental conditions are conducive to satisfactory growth. 41 ■. 42 8-01.3(2)G Protection and Care of Seeded Areas 43 The first paragraph is revised to read: 44 go 45 The Contractor shall be responsible to ensure a healthy stand of grass. The Contractor 46 shall restore eroded areas, clean up and properly dispose of eroded materials, and 47 reapply the seed, fertilizer, and mulch, at no additional cost to the Contracting Agency. aw 48 49 In the second paragraph, number 1. is revised to read: 50 40 aw ASSEMBLED AMENDMENTS 18 err 1 1. At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas 2 that have been damaged through any cause prior to final inspection, and reapplied 3 to areas that have failed to receive a uniform application at the specified rate. 4 5 8-01.3(2)H Inspection 6 The first sentence is revised to read: 7 8 Inspection of seeded areas will be made upon completion of seeding, temporary 9 seeding, fertilizing, and mulching. 10 11 The third sentence is revised to read: 12 13 Areas that have not received a uniform application of seed, fertilizer, or mulch at the 14 specified rate, as determined by the Engineer, shall be reseeded, refertilized, or 15 remulched at the Contractor's expense prior to payment. 16 17 8-01.3(2)1 Mowing 18 In the first paragraph, the last sentence is revised to read: 19 20 Trimming around traffic facilities, Structures, planting areas, or other features extending 21 above ground shall be accomplished preceding or simultaneously with each mowing. 22 23 8-01.3(3) Placing Erosion Control Blanket 24 In the first sentence, "Standard" is deleted. 25 26 The second sentence is revised to read: 27 28 Temporary erosion control blankets, having an open area of 60-percent or greater, may 29 be installed prior to seeding. 30 31 8-01.3(4) Placing Compost Blanket 32 In the first paragraph, "before" is revised to read "prior to". No 33 34 The last sentence is revised to read: 35 36 Compost shall be Coarse Compost. 37 38 8-01.3(5) Placing Plastic Covering 39 The first sentence is revised to read: 40 41 Plastic shall be placed with at least a 12-inch overlap of all seams. 42 ' 43 8-01.3(6)A Geotextile-Encased Check Dam 44 The first paragraph is deleted. 45 46 8-01.3(6)B Rock Check Dam 47 This section including title is revised to read: 48 49 8-01.3(6)B Quarry Spall Check Dam 50 The rock used to construct rock check dams shall meet the requirements for quarry 51 spalls. ASSEMBLED AMENDMENTS 19 Ow 1 2 8-01.3(6)D Wattle Check Dam 3 This section is revised to read: 4 5 Wattle check dams shall be installed in accordance with the Plans. 6 7 8-01.3(6)E Coir Log 9 This section is revised to read: +.. 10 Coir logs shall be installed in accordance with the Plans. 11 12 8-01.3(9)A Silt Fence 13 In the second paragraph, the second sentence is revised to read: 14 15 The strength of the wire or plastic mesh shall be equivalent to or greater then what is 16 required in Section 9-33.2(1), Table 6 for unsupported geotextile (i.e., 180 lbs. grab 17 tensile strength in the machine direction). 18 19 8-01.3(9)B Gravel Filter, Wood Chip or Compost Berm 20 In the second paragraph, the last sentence is deleted. 21 22 The third paragraph is revised to read: Ow 23 24 The Compost Berm shall be constructed in accordance with the detail in the Plans. 25 Compost shall be Coarse Compost. +► 26 27 8-01.3(9)C Straw Bale Barrier 28 This section is revised to read: 29 30 Straw Bale Barriers shall be installed in accordance with the Plans. 31 32 8-01.3(9)D Inlet Protection 33 This section is revised to read: 34 o. 35 Inlet protection shall be installed below or above, or as a prefabricated cover at each 36 inlet grate, as shown in the Plans. Inlet protection devices shall be installed prior to 37 beginning clearing, grubbing, or earthwork activities. 38 39 Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the 40 requirements of Section 9-33.2, Table 1 for Moderate Survivability, and the minimum 41 filtration properties of Table 2. Ow 42 43 When the depth of accumulated sediment and debris reaches approximately Y2 the 44 height of an internal device or'/the height of the external device (or less when so OW 45 specified by the manufacturers) or as designated by the Engineer, the deposits shall be 46 removed and stabilized on site in accordance with Section 8-01.3(16). 47 or 48 8-01.3(10) Wattles 49 In the first paragraph, the third sentence is revised to read: 50 Ow 51 Excavated material shall be spread evenly along the uphill slope and be compacted 52 using hand tamping or other method approved by the Engineer. rr ASSEMBLED AMENDMENTS 20 11W 1 2 This section is supplemented with the following new paragraph: 3 4 The Contractor shall exercise care when installing wattles to ensure that the method of 5 installation minimizes disturbance of waterways and prevents sediment or pollutant 6 discharge into waterbodies. 7 8 8-01.3(12) Compost Sock 9 In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read 10 "waterbodies". 00 11 12 In the second paragraph "bank" is revised to read "slope". 13 14 In the third paragraph "and" is revised to read "or". 15 16 This section is supplemented with the following new paragraph: 17 18 Compost for Compost Socks shall be Coarse Compost. 19 20 8-01.3(14) Temporary Pipe Slope Drain 21 The first paragraph is revised to read: 22 23 Temporary pipe slope drain shall be Corrugated Polyethylene Drain Pipe and shall be 24 constructed in accordance with the Plans 25 26 The last paragraph is revised to read: ,rr 27 28 Placement of outflow of the pipe shall not pond water on road surface. 29 30 8-01.3(15) Maintenance 31 In the fourth paragraph, the last sentence is revised to read: 32 33 Clean sediments may be stabilized on site using approved BMPs as approved by the 34 Engineer. 35 36 8-01.3(16) Removal 37 In the second paragraph, the last sentence is revised to read: 38 39 This may include, but is not limited to, ripping the soil, incorporating soil amendments, 40 and seeding with the specified seed. 41 42 8-01.4 Measurement 43 The eighth paragraph is revised to read: 44 45 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by thew► 46 linear foot along the ground line of completed barrier. 47 48 8-01.5 Payment + 49 The following bid items are relocated after the bid item "Check Dam": 50 51 "Inlet Protection", per each. 52 ASSEMBLED AMENDMENTS 21 wit r 1 "Gravel Filter Berm", per linear foot. 2 3 The following new paragraph is inserted before the bid item "Stabilized Construction 4 Entrance": 5 6 The unit Contract price per linear foot for"Check Dam" and "Gravel Filter Berm" and per 7 each for "Inlet Protection" shall be full pay for all equipment, labor and materials to 8 perform the Work as specified, including installation, removal and disposal at an 9 approved disposal site. 10 11 The paragraph after the bid item "Temporary Curb" is revised to read: 12 13 The unit Contract price per linear foot for temporary curb shall include all costs to install, ` 14 maintain, remove, and dispose of the temporary curb. 15 16 The bid item "Mulching with MBFM" is revised to read "Mulching with MBFM/FRM". 17 18 02.AP8 19 SECTION 8-02, ROADSIDE RESTORATION 20 January 4, 2010 21 8-02.3(2) Roadside Work Plan wrw 22 In the first paragraph, the second sentence is revised to read: 23 24 The roadside work plan shall define the Work necessary to provide all Contract 25 requirements, including: wetland excavation, soil preparation, habitat, Structure 26 placement, planting area preparation, seeding area preparation, bark mulch and 27 compost placement, seeding, planting, plant replacement, irrigation, and weed control in ,r,,,, 28 narrative form. 29 30 The first sentence under"Progress Schedule" is revised to read: 31 32 A progress schedule shall be submitted in accordance with Section 1-08.3. The 33 Progress Schedule shall include the planned time periods for Work necessary to 34 provide all Contract requirements in accordance with Sections 8-01, 8-02, and 8-03. 35 36 The first sentence under"Weed and Pest Control Plan" is revised to read: 37 38 The Weed and Pest Control Plan shall be submitted and approved prior to starting any 39 Work defined in Sections 8-01, and 8-02. 40 w. 41 In the third paragraph under"Weed and Pest Control Plan" the first and second sentences 42 are revised to read: 43 44 The plan shall be prepared and signed by a licensed Commercial Pest Control Operator 45 or Consultant when chemical pesticides are proposed. The plan shall include methods 46 of weed control; dates of weed control operations; and the name, application rate, and 47 Material Safety Data Sheets of all proposed herbicides. 48 49 The last paragraph under"Plant Establishment Plan" is deleted. a 50 00 ASSEMBLED AMENDMENTS 22 or 1 8-02.3(2)A Chemical Pesticides 2 This section is deleted. 3 4 8-02.3(2)B Weed and Pest Control 5 This section is deleted. 6 7 8-02.3(3) Planting Area Weed Control 8 This section including title is revised to read: 9 10 8-02.3(3) Weed and Pest Control 11 The Contractor shall control weed and pest species within the project area using 12 integrated pest management principles consisting of mechanical, biological and 13 chemical controls that are outlined in the Weed and Pest Control Plan or as designated ,wr 14 by the Engineer. 15 16 Those weeds specified as noxious by the Washington State Department of Agriculture, 17 the local Weed District, or the County Noxious Weed Control Board and other species 18 identified by the Contracting Agency shall be controlled on the project in accordance 19 with the weed and pest control plan. 20 21 The Contractor shall control weeds not otherwise covered in accordance with Section 8- 22 02.3(3)A, Planting Area Weed Control in all areas within the project limits, including 23 erosion control seeding area and vegetation preservation areas, as designated by the 24 Engineer. 25 26 This section is supplemented with the following new sub-sections: + 27 28 8-02.3(3)A Planting Area Weed Control 29 All planting areas shall be prepared so that they are weed and debris free at the time of +r 30 planting and until completion of the project. The planting areas shall include the entire 31 ground surface, regardless of cover, all planting beds, areas around plants, and those 32 areas shown in the Plans. 00 33 34 All applications of post-emergent herbicides shall be made while green and growing 35 tissue is present. Should unwanted vegetation reach the seed stage, in violation of 36 these Specifications, the Contractor shall physically remove and bag the seed heads. 37 All physically removed vegetation and seed heads shall be disposed of off site at no 38 cost to the Contracting Agency. 39 40 Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square 41 and shall be secured by a minimum of 5-staples per mat. Mats and staples shall be 42 installed according to the manufacturer's recommendations. 43 44 8-02.3(3)B Chemical Pesticides 45 Application of chemical pesticides shall be in accordance with the label 46 recommendations, the Washington State Department of Ecology, local sensitive area 47 ordinances, and Washington State Department of Agriculture laws and regulations. Only 48 those herbicides listed in the table Herbicides Approved for Use on WSDOT Rights of �r 49 Way at http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be 50 used. 51 rri ASSEMBLED AMENDMENTS 23 't 1 The applicator shall be licensed by the State of Washington as a Commercial Applicator 2 or Commercial Operator with additional endorsements as required by the Special 3 Provisions or the proposed weed control plan. The Contractor shall furnish the Engineer 4 evidence that all operators are licensed with appropriate endorsements, and that the 5 pesticide used is registered for use by the Washington State Department of Agriculture. 6 All chemicals shall be delivered to the job site in the original containers. The licensed 7 applicator or operator shall complete a Commercial Pesticide Application Record (DOT 8 Form 540-509) each day the pesticide is applied, and furnish a copy to the Engineer by 9 the following business day. 10 11 The Contractor shall ensure confinement of the chemicals within the areas designated. 12 The use of spray chemical pesticides shall require the use of anti-drift and activating 13 agents, and a spray pattern indicator unless otherwise allowed by the Engineer. 14 15 The Contractor shall assume all responsibility for rendering any area unsatisfactory for 16 planting by reason of chemical application. Damage to adjacent areas, either on or off 17 the Highway Right of Way, shall be repaired to the satisfaction of the Engineer or the 18 property owner, and the cost of such repair shall be borne by the Contractor. 19 20 8-02.3(5) Planting Area Preparation 21 In the first paragraph, the second sentence is revised to read: 22 w 23 Material displaced by the Contractor's operations that interferes with drainage shall be 24 removed from the channel and disposed of as approved by the Engineer. 25 ,. 26 8-02.3(7) Layout of Planting 27 The second paragraph is deleted. 28 aw 29 8-02.3(8) Planting 30 In the second paragraph, the first and second sentences are revised to read: 31 32 Under no circumstances will planting be permitted during unsuitable soil or weather .� 33 conditions as determined by the Engineer. Unsuitable conditions may include frozen 34 soil, freezing weather, saturated soil, standing water, high winds, heavy rains, and high 35 water levels. 36 37 The fourth paragraph is revised to read: 38 39 Plants shall not be placed below the finished grade. 40 41 The fifth paragraph is revised to read: 42 43 Planting hole sizes for plant material shall be in accordance with the details shown in 44 the Plans. Any glazed surface of the planting hole shall be roughened prior to planting. 45 46 The following new paragraph is inserted after the fifth paragraph: 47 r 48 All cuttings shall be planted immediately if buds begin to swell. 49 50 8-02.3(9) Pruning, Staking, Guying, and Wrapping ,err 51 In the first paragraph, the last sentence is revised to read: 52 to ASSEMBLED AMENDMENTS 24 err 1 All other pruning shall be performed only after the plants have been in the ground at 2 least one year and when plants are dormant. 3 4 8-02.3(13) Plant Establishment 5 In the third paragraph, the first sentence is revised to read: 6 7 During the first-year plant establishment period, the Contractor shall perform all Work 8 necessary to ensure the resumption and continued growth of the transplanted material. 9 10 In the fourth paragraph, "propose" is revised to read "submit". .rr 11 12 8-02.3(15) Live Fascines 13 In the first paragraph, the fourth sentence is revised to read: 14 15 Dead branches may be placed within the live fascine and on the side exposed to the air. 16 17 In the second paragraph, the third sentence is deleted. 18 19 In the second paragraph, the seventh sentence is revised to read: 20 21 The live stakes shall be driven through the live fascine vertically into the slope. 22 23 8-02.3(16)A Lawn Installation 24 In the third paragraph, the last two items "West of the summit of the Cascade Range - March 25 1 to October 1." and "East of the summit of the Cascade Range -April 15 to October 1." are 26 revised to read: 4W 27 28 Western Washington Eastern Washington 29 (West of the Cascade Mountain crest) (East of the Cascade Mountain crest) 30 March through May 15 October 1 through November 15 31 September 1 through October 1 32 33 The fifth paragraph is revised to read: 34 35 Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown 36 in the Plans. The topsoil shall be cultivated to the specified depth, raked to a smooth 37 even grade without low areas that trap water and compacted, all as approved by the 38 Engineer. 39 ` 40 In the sixth paragraph, the last sentence is revised to read: 41 42 Following placement, the sod shall be rolled with a smooth roller to establish contact •o 43 with the soil. 44 45 8-02.4 Measurement + ► 46 The seventh paragraph is revised to read: 47 48 Fine compost, medium compost and coarse compost will be measured by the cubic 49 yard in the haul conveyance at the point of delivery. 50 r► ASSEMBLED AMENDMENTS 25 1 8-02.5 Payment 2 The following new paragraph is inserted above the paragraph beginning with "Payment shall 3 be increased to 90-percent......": 4 5 Plant establishment milestones are achieved when plants meet conditions described in 6 Section 8-02.3(13). r 7 8 The following is inserted after the bid item "Fine Compost": 9 10 "Medium Compost", per cubic yard. 11 12 The paragraph for the bid item "Weed Control" is revised to read: 13 14 "Weed and Pest Control", will be paid in accordance with Section 1-09.6. 15 16 The following new paragraph is inserted after the bid item "Soil Amendment": 17 18 The unit Contract price per cubic yard for"Soil Amendment" shall be full pay for 19 furnishing and incorporating the soil amendment into the existing soil. " " 20 21 The following new paragraph is inserted after the bid item 'Bark or Wood Chip Mulch": 22 +err 23 The unit Contract price per cubic yard for"Bark or Wood Chip Mulch" shall be full pay 24 for furnishing and spreading the mulch onto the existing soil. 25 26 03.AP8 27 SECTION 8-03, IRRIGATION SYSTEMS 28 January 4, 2010 29 8-03.1 Description 30 In this section, "staked" is revised to read "approved by the Engineer." 31 32 8-03.3 Construction Requirements 33 The second paragraph is revised to read: 34 35 Potable water supplies shall be protected against cross connections in accordance with 36 applicable Washington State Department of Health rules and regulations and approval 37 by the local health authority. 38 39 8-03.3(1) Layout of Irrigation System 40 This section is revised to read: 41 42 The Contractor shall stake the irrigation system following the schematic design shown in 43 the Plans. Approval must be obtained from the Engineer. Alterations and changes in the 44 layout may be expected in order to conform to ground conditions and to obtain full and 45 adequate coverage of plant material with water. However, no changes in the system as 46 planned shall be made without prior authorization by the Engineer. �r► 47 48 This section is supplemented with the following new sub-section: 49 ow w ASSEMBLED AMENDMENTS 26 'wr 1 8-03.3(1)A Locating Irrigation Sleeves 2 Existing underground irrigation sleeve ends shall be located by potholing. Irrigation 3 sleeves placed during general construction prior to installation of the irrigation system 4 shall be marked at both ends with a 2x4x24-inch wood stake extending 6-inches out of 5 the soil and painted blue on the exposed end. 6 7 8-03.3(2) Excavation 8 In the first paragraph, the fourth sentence is revised to read: 9 10 Trenches through rock or other material unsuitable for trench bottoms and sides shall #0 11 be excavated 6-inches below the required depth and shall be backfilled to the top of the 12 pipe with sand or other suitable material free from rocks or stones. Backfill material shall 13 not contain rocks 2-inches or greater in diameter or other materials that can damage 14 pipe. 15 16 The second paragraph is revised to read: 17 18 The Contractor shall exercise care when excavating pipe trenches near existing trees to 19 minimize damage to tree roots. Where roots are 1-1/2-inches or greater in diameter, the 20 trench shall be hand excavated and tunneled under the roots. When large roots are 21 exposed, they shall be wrapped with heavy, moist material, such as burlap or canvas, 22 for protection and to prevent excessive drying. The material must be kept moist until the 23 trench is backfilled. Trenches dug by machines adjacent to trees having roots less than 24 1-1/2-inches in diameter shall have severed roots cleanly cut. Trenches having exposed 25 tree roots shall be backfilled within 24-hours unless adequately protected by moist 26 material as approved by the Engineer. All material and fastenings used to cover the 27 roots shall be removed before backfilling. 28 29 The third paragraph is revised to read: 30 31 Detectable marking tape shall be placed in all trenches 6-inches directly above, parallel 32 to, and along the entire length of all nonmetallic water pipes, and all nonmetallic and 33 aluminum sleeves, conduits and casing pipe. The width of the tape and installation 34 depth shall be as recommended by the manufacturer for the depth of installation or as 35 shown in the Plans. 36 4W 37 8-03.3(3) Piping 38 This section is revised to read: 39 40 All water lines shall be a minimum of 18-inches below finished grade measured from the 41 top of the pipe or as shown in the Plans. All live water mains to be constructed under 42 existing pavement shall be placed in steel casing jacked under pavement as shown in No 43 the Plans. All PVC or polyethylene pipe installed under areas to be paved shall be 44 placed in irrigation sleeves. Irrigation sleeves shall extend a minimum of 2-feet beyond 45 the limits of pavement. All jacking operations shall be performed in accordance with an 46 approved jacking plan. Where possible; mains and laterals or section piping shall be 47 placed in the same trench. All lines shall be placed a minimum of 3-feet from the edge 48 of concrete sidewalks, curbs, guardrail, walls, fences, or traffic barriers. Pipe pulling will 49 not be allowed for installation and placement of irrigation pipe. 50 51 Mainlines and lateral lines shall be defined as follows: 52 rr ASSEMBLED AMENDMENTS 27 1 Mainlines: All supply pipe and fittings between the water meter and the irrigation 2 control valves. 3 4 Lateral Lines: All supply pipe and fittings between the irrigation control valves 5 and the connections to the irrigation heads. Swing joints, thick walled PVC or 6 polyethylene pipe, flexible risers, rigid pipe risers, and associated fittings are not 7 considered part of the lateral line but incidental components of the irrigation heads. 8 9 8-03.3(4) Jointing r 10 In the second paragraph, the third sentence is revised to read: 11 12 Threaded galvanized steel joints shall be constructed using either a nonhardening, r. 13 nonseizing multipurpose sealant or Teflon tape or paste as recommended by the pipe 14 manufacturer, or as shown in the Plans. 15 16 In the last sentence of the second paragraph, "will" is revised to read "shall". 17 18 In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is 19 revised to read "of'. 20 21 In the fifth paragraph, the first sentence is revised to read: 22 23 On PVC or polyethylene-to-metal connections, work the metal connection first. 24 25 In the fifth paragraph, the third sentence is revised to read: aw 26 27 Connections between metal and PVC or polyethylene are to be threaded utilizing 28 female threaded PVC adapters with threaded schedule 80-PVC nipple only. iW 29 30 In the sixth paragraph, the second sentence is revised to read: 31 32 The ends of the polyethylene pipe shall be cut square, reamed smooth inside and out, 33 and inserted to the full depth of the fitting. 34 35 8-03.3(5) Installation 36 The following new paragraph is inserted after the third paragraph: 37 38 All automatic control valves, flow control valves, and pressure reducing valves shall be 39 installed in appropriate sized valve boxes. Manual control valves shall be installed in an 40 appropriate sized valve box and where appropriate, upstream of the automatic control 41 valves. Manual and automatic valves installed together shall be in an appropriate sized 42 box with 3-inches of clearance on all sides. 43 44 The fourth paragraph is revised to read: 45 46 Final position of valve boxes, capped sleeves, and quick coupler valves shall be 47 between 1/2-inch and 1-inch above finished grade or mulch, or as shown in the Plans. 48 49 The following new paragraph is inserted after the fourth paragraph: 50 51 Quick coupler valves and hose bibs shall be installed in valve boxes, either separately 52 or within a control valve assembly box upstream of the control valves. Valves, quick ASSEMBLED AMENDMENTS 28 rr 1 couplers, and hose bibs shall have 3-inches of clearance on all sides within the valve 2 box. 3 4 In the fifth paragraph "an" is revised to read "a minimum". 5 6 The following new paragraph is inserted after the fifth paragraph: 7 8 Automatic controller pedestals or container cabinets shall be installed on a concrete 9 base as shown in the Plans or in accordance with the manufacturer's recommendations. 10 Provide three 1-inch diameter galvanized metal or PVC electrical wire conduits through +�r 11 the base and 3-inches minimum beyond the edge or side of the base both inside and 12 outside of the pedestal. 13 14 8-03.3(6) Electrical Wire Installation 15 This section is revised to read: 16 17 All electrical work shall conform to the National Electric Code, NEMA Specifications and 18 in accordance with Section 8-20. Electrical wiring between the automatic controller and 19 automatic valves shall be direct burial and may share a common neutral. Separate 20 control conductors shall be run from the automatic controller to each valve. When more 21 than one automatic controller is required, a separate common neutral shall be provided 22 for each controller and the automatic valves which it controls. Electrical wire shall be 23 installed in the trench adjacent to or above the irrigation pipe, but no less than 12-inches 24 deep. Plastic tape or nylon tie wraps shall be used to bundle wires together at 10-foot 25 intervals. If it is necessary to run electrical wire in a separate trench from the irrigation 26 pipe, the wire shall be placed at a minimum depth of 18-inches and be "snaked" from „ 27 side to side in the trench. Each circuit shall be identified at both ends and at all splices 28 with a permanent marker identifying zone and/or station. 29 30 Wiring placed under pavement and walls, or through walls, shall be placed in an 31 electrical conduit or within an irrigation sleeve. Electrical conduit shall not be less than 32 1-inch in diameter, and shall meet conduit specifications for PVC conduit as required in 33 Section 9-29.1. 34 35 Splices will be permitted only in approved electrical junction boxes, valve boxes, pole 36 bases, or within control equipment boxes or pedestals. A minimum of 18-inches of 37 excess conductor shall be left at all splices, terminals and control valves to facilitate 38 inspection and future splicing. The excess wire shall be neatly coiled to fit easily into the 39 boxes. "o 40 41 All 120-volt electrical conductors and conduit shall be installed by a certified electrician 42 including all wire splices and wire terminations. 43 44 All wiring shall be tested in accordance with Section 8-20.3(11). 45 us 46 Continuity ground and functionality testing shall be performed for all 24-volt direct burial 47 circuits. The Megger test, confirming insulation resistance of not less than 2 megohms 48 to ground in accordance with Section 8-20.3(11), is required. 49 50 8-03.3(7) Flushing and Testing 51 In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to 52 read "required". ASSEMBLED AMENDMENTS 29 IIS go 1 2 The third paragraph is revised to read: 3 to 4 Main Line Flushing 5 All main supply lines shall receive two fully open flushing's to remove debris that may 6 have entered the line during construction: The first before placement of valves and the ar 7 second after placement of valves and prior to testing. 8 9 The fourth paragraph is revised to read: us 10 11 Main Line Testing 12 All main supply lines shall be purged of air and tested with a minimum static water 13 pressure of 150-psi for 60-minutes without introduction of additional service or pumping 14 pressure. Testing shall be done with one pressure gauge installed on the line, in the 15 location required by the Engineer. For systems using a pump, an additional pressure .. 16 gauge shall be installed at the pump when required by the Engineer. Lines that show 17 loss of pressure exceeding 5-psi at the ends of specified test periods will be rejected. 18 19 The fifth paragraph is deleted. 20 21 In the sixth paragraph, "any" is revised to read "all". 22 23 In the seventh paragraph, the second sentence is revised to read: 24 25 The operating line pressure shall be maintained for 30-minutes with valves closed and MW 26 without introduction of additional service or pumping pressure. 27 28 In the eighth paragraph, the fourth and fifth sentences are revised to read: 29 30 The Contractor shall then conduct a thorough inspection of all sprinkler heads, emitters, 31 etc., located downstream of the break or disruption of service, and make all needed 32 repairs to ensure that the entire irrigation system is operating properly. 33 34 8-03.3(8) Adjusting System 35 In the first paragraph, the last sentence is revised to read: 36 37 Unless otherwise specified, sprinkler spray patterns will not be permitted to apply water 38 to pavement, walks, or Structures. 39 40 8-03.3(11) System Operation 41 In the first paragraph, the last sentence is revised to read: 42 43 The final inspection of the irrigation system will coincide with the end of the Contract or 44 the end of first-year plant establishment, which ever is later. +r 45 46 In the second paragraph "ordered" is revised to read "required". 47 AW 48 In the third paragraph, the last sentence is revised to read: 49 50 Potable water shall not flow through the cross-connection control device to any ,W 51 downstream component until tested and approved for use by the local health authority 52 in accordance with Section 8-03.3(12). on ASSEMBLED AMENDMENTS 30 go 1 2 The fourth paragraph is revised to read: 3 4 In the spring, when the drip irrigation system is in full operation, the Contractor shall ' 5 make a full inspection of all emitters, and irrigation heads. This shall involve visual 6 inspection of each emitter and irrigation head under operating conditions. All 7 adjustments, flushing, or replacements to the system shall be made at this time to 8 ensure the proper operation of all emitters and irrigation heads. 9 10 8-03.3(12) Cross Connection Control Device Installation 11 In the first sentence of the first paragraph "serving utility" is revised to read "local health 12 authority". 13 so 14 8-03.3(13) Irrigation Water Service 15 The first paragraph is revised to read: 16 17 All water meter(s) shall be installed by the serving utility. The Contracting Agency shall 18 arrange for a water meter installation(s) for the irrigation system at the locations and 19 sizes as shown in the Plans at no cost to the Contractor. It shall be the Contractor's 20 responsibility to contact the Engineer to schedule the water meter installation. The 21 Contractor shall provide a minimum of 60-calendar days notice to the Engineer prior to 22 the desired water meter installation date. 23 24 In the second paragraph, "will" is revised to read "shall". 25 26 8-03.3(14) Irrigation Electrical Service 27 The first paragraph is revised to read: 28 29 The Contracting Agency shall arrange for electrical,service connection(s) for operation ori 30 of the automatic electrical controller(s) at the locations as shown in the Plans. The 31 Contractor shall splice and run conduit and wire from the electrical service 32 connection(s), or service cabinet to the automatic electrical controller and connect the , 33 conductors to the circuit(s) per the controller manufacturer's diagrams or 34 recommendations. 35 36 In the second paragraph, "conduit" is revised to read "conduits". 37 38 08.AP8 39 SECTION 8-08, RUMBLE STRIPS ow 40 April 5, 2010 41 8-08.3 Construction Requirements 42 In the fourth paragraph, the first and second sentences are combined to read: 43 44 When shown in the Plans, the rumble strips shall be fog sealed in accordance with the 45 requirements of Section 5-02 following the completion of the shoulder rumble strip. 46 No ASSEMBLED AMENDMENTS 31 1 14.AP8 2 SECTION 8-14, CEMENT CONCRETE SIDEWALKS 3 April 5, 2010 4 8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit 5 This section including heading is revised to read: 6 7 8-14.3(5) Detectable Warning Surface 8 Detectable warning surfaces shall consist of truncated domes as shown in the Plans. 9 Where a detectable warning surface is to be applied, the Contractor shall attach the 10 detectable warning surface to the pavement surface according to the manufacturer's 11 recommendations. The detectable warning surface shall be located as shown in the .. 12 Plans. 13 14 The Contractor shall use one of the detectable warning surface products listed in the 15 Qualified Products List or submit another product for approval by the Project Engineer. 16 If the Plans require, the detectable warning surface shall be capable of being bonded to 17 a cement concrete surface or to an asphalt concrete surface. Vertical edges of the 18 detectable warning surface shall be flush with the adjoining surface to the extent 19 possible (otherwise not be more than 1/4-inch above the surface of the pavement) after 20 installation. 21 22 8-14.4 Measurement 23 The second sentence in the first paragraph is revised to read: 24 25 Cement concrete curb ramp type will be measured per each for the complete 26 curb ramp type installed and includes the installation of the detectable warning surface. 27 r 28 The second paragraph is revised to read: 29 30 Detectable warning surface will be measured by the square foot of detectable warning 31 surface material installed as shown in the Plans. 32 33 8-14.5 Payment 34 The pay item "Cement Conc. Curb Ramp Type " is supplemented with the following 35 new paragraph: 36 37 The unit Contract price per each for "Cement Concrete Curb Ramp Type ", shall be 38 full pay for installing the curb ramp as specified including the "Detectable Warning 39 Surface". 40 41 The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read 42 "Detectable Warning Surface". 43 44 15.AP8 45 SECTION 8-15, RIPRAP 46 January 4, 2010 47 8-15.2 Materials 48 The referenced sections for the following items are revised to read: vrr 49 ASSEMBLED AMENDMENTS 32 rrr I Heavy Loose Riprap 9-13 2 Light Loose Riprap 9-13 3 Hand Placed Riprap 9-13 4 Sack Riprap 9-13 5 Quarry Spalls 9-13 6 7 17.AP8 W 8 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS 9 April 5, 2010 10 8-17.4 Measurement 11 The first paragraph is supplemented with the following new sentence: 12 so 13 Only the maximum number of temporary impact attenuators installed at any one time 14 within the project limits will be measured for payment. 15 as 16 8-17.5 Payment 17 In the second paragraph following the bid item "Resetting Impact Attenuator", the first 18 sentence is revised to read: No 19 20 If an impact attenuator is damaged by a third party, repairs shall be made in accordance 21 with Section 1-07.13(4) under the Bid item "Reimbursement For Third Party Damage". 22 23 20.AP8 24 SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND 25 ELECTRICAL 26 April 5, 2010 27 8-20.1 Description 28 In the first paragraph item number 3 is revised to read: 29 30 3. Intelligent Transportation Systems (ITS) 31 32 8-20.3(4) Foundations 33 In the 12th paragraph, item number 2 is revised to read: 34 35 2. The top heavy-hex nuts for type ASTM F1554 grade 105 anchor bolts shall be 36 tightened by the Turn-Of-Nut Tightening Method to minimum rotation of%-turn (90 37 degrees) and a maximum rotation of'/-turn (120 degrees) past snug tight. 38 Permanent marks shall be set on the base plate and nuts to indicate nut rotation 39 past snug tight. 40 41 In the 12th paragraph, the following is inserted after item number 2: 42 43 3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by 44 the Turn-of-Nut Tightening Method to minimum rotation of 1/8-turn (45 degrees) 45 and a maximum rotation of 1/6-turn (60 degrees) past snug tight. Permanent 46 marks shall be set on the base plate and nuts to indicate nut rotation past snug 47 tight. r+ ASSEMBLED AMENDMENTS 33 1 2 8-20.3(5) Conduit 3 In the fifth sentence of the fourth paragraph, "conforms" is revised to read "conforming". 4 5 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes 6 In item number 2 of the second paragraph, "top course" is deleted and "per" is revised to 7 read "in accordance with". 8 9 8-20.3(8) Wiring 10 The following new two paragraphs are inserted after the first table: 11 12 Splices and taps on underground circuits shall be made with solderiess crimp 13 connectors meeting the requirements of Section 9-29.12. 14 15 Only one conductor or one multi conductor cable per wire entrance will be allowed in UW 16 any rigid mold splice. 17 18 In the eleventh paragraph item number 5 is revised to read: 19 1` 20 5. Video detection camera lead-in cable - the numbers of the phases the camera 21 served. 22 A' 23 In the eleventh paragraph the following is added after item number 5: 24 25 6. For ITS cameras—the number of the camera indicated in the Contract and the +w 26 number of the associated cabinet as indicated on the Plans. 27 28 7. Communication cable -- labeled as Comm. 29 30 This section is supplemented with the following new paragraph: 31 32 Installation of coaxial or coaxial/Siamese cable or data cables with a 600 VAC rating will 33 be allowed in the same raceway with 480 VAC illumination cable. 34 35 8-20.4 Measurement 36 The first sentence is revised to read: 37 38 No specific unit of measurement will apply to the lump sum items for illumination 39 system, intelligent transportation system (ITS), or traffic signal systems, but 40 measurement will be for the sum total of all items for a complete system to be furnished 41 and installed. 42 43 8-20.5 Payment 44 All references to "Intelligent Transportation System" are revised to read "ITS". + 45 46 21.AP8 47 SECTION 8-21, PERMANENT SIGNING 48 January 4, 2010 49 8-21.3(4) Sign Removal r 50 In the fourth paragraph, the following sentence is inserted after the second sentence: ASSEMBLED AMENDMENTS 34 1 2 Where signs are removed from existing overhead sign Structures, the existing vertical 3 sign support braces shall also be removed. iw 4 5 In the fourth paragraph, the third sentence is revised to read: 6 7 Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts, wind 14 8 beams, and other metal structural members, and all existing fastening hardware 9 connecting such members being removed, shall become the property of the Contractor 10 and shall be removed from the project. ► 11 12 01.AP9 - 13 SECTION 9-01, PORTLAND CEMENT 14 April 5, 2010 15 9-01.2(1) Portland Cement 16 In the first paragraph, all the text after"shall not exceed 8-percent by weight" is deleted and 17 the paragraph ends. 18 so 19 In the second paragraph, "per" is revised to read "in accordance with". 20 21 03.AP9 22 SECTION 9-03, AGGREGATES 23 January 4, 2010 24 In this Division, all references to "AASHTO TP 61" are revised to read "AASHTO T 335". 25 26 04.AP9 27 SECTION 9-04, JOINT AND CRACK SEALING MATERIALS 28 January 4, 2010 29 9-04.11 Butyl Rubber 30 This section including title is revised to read: 31 32 9-04.11 Butyl Rubber and Nitrile Rubber Ali 33 Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines 34 that the area will be exposed to petroleum products Nitrile rubber shall be utilized and 35 conform to ASTM D 2000, M1 BG 610. 36 37 05.AP9 38 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 39 January 4, 2010 40 9-05.12(2) Profile Wall PVC Culvert Pipe, Profile Wall PVC Storm Sewer Pipe, 41 and Profile Wall PVC Sanitary Sewer Pipe 42 In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's". 43 44 9-05.13 Ductile Iron Sewer Pipe 45 The second and third paragraphs are revised to read: 46 ASSEMBLED AMENDMENTS 35 1 Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement 2 mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine 3 cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The 4 ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or 5 the Class indicated on the Plans or in the Special Provisions. 6 7 Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical 8 type meeting the requirements of AWWA C111. 9 10 Division 9-05 is supplemented with the following new sections: 11 12 9-05.21 Steel Rib Reinforced Polyethylene Culvert Pipe 13 Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM 14 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24-inch 15 to 60-inch diameter with silt-tight joints. 16 17 Silt-tight joints for steel reinforced polyethylene culvert pipe shall be made with a 18 bell/bell or bell and spigot coupling and incorporate the use of a gasket conforming to 19 the requirements of ASTM F 477. All gaskets shall be installed on the pipe by the 20 manufacturer. 21 22 Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires 23 an approved joint system and a formal quality control plan for each plant proposed for 24 consideration. 25 26 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 27 materials delivered to the project. The certificate shall clearly identify production lots for 28 all materials represented. The Contracting Agency may conduct verification tests of pipe A, 29 stiffness or other properties as it deems appropriate. 30 31 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe I. 32 Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM �` 33 F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum 34 diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for 35 which a manufacturer has submitted a qualified joint. Qualified manufacturers and an 36 approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally 37 molded, injection molded, or factory welded. 38 39 All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell 40 and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets 41 conforming to ASTM F 477. All gaskets shall be installed on the pipe by the 42 manufacturer. 43 44 Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe 45 requires joint system conformance to ASTM D 3212 using elastomeric gaskets 46 conforming to ASTM F 477 and a formal quality control plan for each plant proposed for 47 consideration. 48 49 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 50 materials delivered to the project. The certificate shall clearly identify production lots for 51 all materials represented. The Contracting Agency may conduct verification tests of pipe 52 stiffness or other properties as it deems appropriate. ASSEMBLED AMENDMENTS 36 1 2 9-05.23 High Density Polyethylene (HDPE) Pipe 3 HDPE pipe shall be manufactured from resins meeting the requirements of ASTM 4 D3350 with a cell classification of 345464C and a Plastic Pipe Institute (PPI) 5 designation of PE 3408. 6 7 The pipes shall have a minimum standard dimension ratio (SDR) of 32.5. 8 9 HDPE pipe shall be joined into a continuous length by an approved joining method. 10 11 The joints shall not create an increase in the outside diameter of the pipe. The joints 12 shall be fused, snap together or threaded. The joints shall be water tight, rubber 13 gasketed if applicable, and pressure testable to the requirements of ASTM D 3212. 14 15 Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the 16 manufacturer's recommendations. Fusion equipment used in the joining procedure 17 shall be capable of meeting all conditions recommended by the pipe manufacturer, 18 including but not limited to fusion temperature, alignment, and fusion pressure. All field 19 welds shall be made with fusion equipment equipped with a Data Logger. Temperature, 20 fusion pressure and a graphic representation of the fusion cycle shall be part of the 21 Quality Control records. Electro fusion may be used for field closures as necessary. 22 Joint strength shall be equal or greater than the tensile strength of the pipe. 23 24 Fittings shall be manufactured from the same resins and Cell Classification as the pipe 25 unless specified otherwise in the Plans or Specifications. Butt fusion fittings and 26 Flanged or Mechanical joint adapters shall have a manufacturing standard of ASTM 27 D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. 28 29 HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and 30 this specification. 31 32 The supplier shall furnish a Manufacturer's Certification of Compliance stating the 33 materials meet the requirements of ASTM D 3350 with the correct cell classification with 34 the physical properties listed above. The supplier shall certify the dimensions meet the 35 requirements of ASTM F 714 or as indicated in this Specification or the Plans. 36 37 At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for 38 defects and tested for Elevated Temperature Sustain Pressure in accordance with 39 ASTM F 714. The Contractor shall not install any pipe that is more than 2 years old rrrt 40 from the date of manufacture. 41 42 At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free 43 of cracks, holes, foreign materials, blisters, or deleterious faults. 44 45 Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the 46 manufacturer, SDR, size, material, machine, and date on which the pipe was 47 manufactured. 48 ASSEMBLED AMENDMENTS 37 i ' 1 07.AP9 2 SECTION 9-07, REINFORCING STEEL 3 January 4, 2010 4 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) 5 This sections title is revised to read: rr. 6 7 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement 8 Rehabilitation) r 9 10 08.AP9 11 SECTION 9-08, PAINTS AND RELATED MATERIALS 12 January 4, 2010 13 9-08.1(2)C Inorganic Zinc Rich Primer 14 In the first paragraph, the reference to "Type II" is revised to read "Type I". 15 16 9-08.1(2)D Organic Zinc Rich Primer 17 This section is revised to read: 18 19 Organic zinc rich primer shall be a high performance two-component epoxy conforming 20 to SSPC Paint 20 Type II. 21 22 14.AP9 23 SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 24 April 5, 2010 25 9-14.3 Fertilizer " 26 In the first paragraph, the second sentence is revised to read: 27 28 It may be separate or in a mixture containing the percentage of total nitrogen, available 29 phosphoric acid, water-soluble potash, or sulfur in the amounts specified. 30 31 9-14.4(1) Straw 32 This section is revised to read: 33 34 Straw shall be in an air dried condition free of noxious weeds, seeds, and other 35 materials detrimental to plant life. Hay is not acceptable. 36 37 All straw material shall be Certified Weed Free Straw using North American Weed 38 Management Association (NAWMA) standards or the Washington Wilderness Hay and 39 Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. 40 Information can be found at http://www.nwcb.wa.gov. 41 42 In lieu of Certified Weed Free Straw, the Contractor shall provide documentation that 43 the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or 44 other State's Department of Agriculture laboratory test reports, dated within 90 days 45 prior to the date of application, showing there are no viable seeds in the straw. 46 47 Straw mulch shall be suitable for spreading with mulch blower equipment. 48 r, ASSEMBLED AMENDMENTS 38 Im 1 9-14.4(2) Wood Cellulose Fiber 2 This section including title is revised to read: 3 4 9-14.4(2) Fiber Mulch 5 All Fiber Mulch materials shall be in a dry condition free of noxious weeds, seeds, and 6 other materials detrimental to plant life. Fiber Mulch shall be suitable for spreading with 7 a hydroseeder or mulch blower equipment. 8 9 This section is supplemented with the following new sub-sections: 10 11 9-14.4(2)A Cellulose Fiber Mulch 12 Cellulose Fiber Mulch shall be recycled (pulp) fiber such as newsprint, magazine stock, 13 corrugated cardboard, cotton or straw. It shall be free from chemical printing ink, as 14 germination inhibitors, and chlorine bleach and shall contain no rock, metal, and plastic. 15 16 If Cellulose Fiber Mulch contains cotton or straw, the Contractor shall provide ,w 17 documentation that the material is steam or heat treated to kill seeds, or shall provide 18 U.S., Washington, or other State's Department of Agriculture laboratory test reports, 19 dated within 90 days prior to the date of application, showing there are no viable seeds 20 in the mulch. 21 22 Cellulose Fiber Mulch shall be manufactured in such a manner that when agitated in 23 slurry tanks with water, the fibers will become uniformly suspended, without clumping, to 24 form a homogeneous slurry. When hydraulically applied, the material shall form a strong 25 moisture-holding mat that allows the continuous absorption and infiltration of water. 26 ` 27 Cellulose Fiber Mulch shall contain a dye to facilitate placement and inspection of the 28 material. Dye shall be non-toxic to plants, animals, and aquatic life and shall not stain 29 concrete or painted surfaces. 30 31 Cellulose Fiber Mulch furnished by the Contractor shall be pre-packaged by the 32 manufacturer. The Contractor shall supply independent test results from the National 33 Transportation Product Evaluation Program (NTPEP) or other accredited, independent 34 testing laboratory as approved by the Engineer to assure compliance with the minimum 35 requirements in the following table: 36 Properties Test Method Requirements Water Holding Capacity ASTM D 7367 1,000 percent minimum " Organic Matter Content ASTM D 586* 90 percent minimum Moisture Content ASTM D 644* 15 percent maximum Seed Germination ASTM D 7322* 200 percent minimum Enhancement Performance in ASTM D 6459 with 0.12-inch C Factor = 0.15 Protecting Slopes from average raindrop size. Test maximum using flit Rainfall-Induced Erosion in one soil type. Soil tested Revised Universal shall be loam as defined by Soil Loss Equation the National Resources (RUSLE) Conservation Service (NRCS) Soil Texture Triangle *** JIM ASSEMBLED AMENDMENTS 39 1 *ASTM test methods developed for Rolled Erosion Control Products (RECPs) with 2 the only modification being that Hydraulic Erosion Control Products (HECPs) are 3 applied to the test plot. 4 5 ***Available at: 6 http://soils.usda.gov/education/resources/lessons/texture/textural tri hi jpq NW 7 8 9-14.4(2)B Wood Fiber Mulch 9 Wood Fiber Mulch shall be thermally processed, defibrated, wood fiber from natural or r� 10 recycled wood chips or similar woody material. The wood shall be manufactured to 11 produce long-strand fibers that physically interlock to form a strong moisture holding 12 mat that allows the absorption and infiltration of water. Wood Fiber Mulch shall be free 13 from paper, straw, cotton, jute, hemp, coconut, rock, metal, and plastic. 14 15 Wood Fiber Mulch shall contain a dye to facilitate placement and inspection of the 16 material. Dye shall be non-toxic to plants, animals, and aquatic life and shall not stain r. 17 concrete or painted surfaces. 18 aw 19 Wood Fiber Mulch shall be manufactured in such a manner that when agitated in slurry 20 tanks with water, the fibers will be uniformly suspended to form a homogeneous slurry. 21 22 Wood Fiber Mulch furnished by the Contractor shall be pre-packaged by the +o 23 manufacturer. The Contractor shall supply independent test results from the National 24 Transportation Product Evaluation Program (NTPEP) or other accredited, independent 25 testing laboratory as approved by the Engineer to assure compliance with the minimum or 26 requirements in the following table: 27 Properties Test Method Requirements Long Strand Fibers WSDOT Test Method T 126 A minimum of 50% of the fiber, by mass, is collected on the combination of No. 8, No. 16, and No. 24 sieves Water Holding Capacity ASTM D 7367 1,300 percent minimum Organic Matter Content ASTM D 586* 90 percent minimum Moisture Content ASTM D 644* 15 percent maximum Seed Germination ASTM D 7322* 300 percent minimum Enhancement Performance in ASTM D 6459 with 0.12-inch C Factor = 0.15 Protecting Slopes from average raindrop size. Test maximum using Rainfall-Induced Erosion in one soil type. Soil tested Revised Universal shall be loam as defined by Soil Loss Equation the NRCS Soil Texture (RUSLE) Triangle *** 28 *ASTM test methods developed for Rolled Erosion Control Products (RECPs) with 29 the only modification being that Hydraulic Erosion Control Products (HECPs) are 30 applied to the test plot. 31 32 ***Available at: 33 http://soils.usda.gov/education/resources/lessons/texture/textural tri hi jpq ASSEMBLED AMENDMENTS 40 rr 1 11111111 2 9-14.4(3) Bark or Wood Chips 3 The first paragraph is revised to read: 4 5 Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species 6 and shall not contain resin, tannin, or other compounds in quantities that would be 7 detrimental to plant life. Sawdust shall not be used as mulch. 8 9 This section is supplemented with the following: 10 + 11 Bark or wood chips when tested shall be according to WSDOT Test Method T 123 prior 12 to placement and shall meet the following loose volume gradation: 13 Percent Passing Sieve Size Minimum Maximum 2" 95 100 No. 4 0 30 14 15 16 9-14.4(4) Wood Strand Mulch 17 This first paragraph is revised to read: 18 19 Wood strand mulch shall be a blend of angular, loose, long, thin wood pieces that are 20 frayed, with a high length-to-width ratio and shall be derived from native conifer or 21 deciduous trees. A minimum of 95 percent of the wood strand shall have lengths 22 between 2 and 10-inches. At least 5 percent of the length of each strand shall have a 23 width and thickness between '/1s and '/z-inch. No single strand shall have a width or 24 thickness greater than 'h-inch. 25 26 The mulch shall not contain salt, preservatives, glue, resin, tannin, or other compounds 27 in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings 28 shall not be acceptable. Products shall be tested according to WSDOT Test Method 29 125 prior to acceptance. 30 31 9-14.4(6) Gypsum 32 This section is revised to read: 33 34 Gypsum shall consist of Calcium Sulfate (CaSO42H2O) in a pelletized or granular form. 35 100 percent shall pass through a No. 8 sieve. 36 37 9-14.4(7) Tackifier 38 This section is revised to read: 39 40 Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifier shall 41 contain no growth or germination inhibiting materials, and shall not reduce infiltration 42 rates. Tackifier shall hydrate in water and readily blend with other slurry materials. 43 44 All tackifiers shall meet the following requirements: 45 Properties Test Method Requirements Viscosity* ASTM D 2364 14000 cPs minimum ASSEMBLED AMENDMENTS 41 o" 1 2 *Testing shall be performed by an accredited independent laboratory. 3 4 This section is supplemented with the following new sub-sections: 5 6 9-14.4(7)A Organic Tackifier 7 Organic tackifier shall be derived from natural plant sources and shall have an MSDS 8 that demonstrates to the satisfaction of the Engineer that the product is not harmful to 9 plants, animals, and aquatic life. +� 10 11 9-14.4(7)B Synthetic Tackifier 12 Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the ver 13 Engineer that the product is not harmful to plants, animals, and aquatic life. 14 15 9-14.4(8) Compost 16 In the third paragraph, number 1. is revised to read: 17 18 1. Compost material shall be tested in accordance with U.S. Composting Council r 19 Testing Methods for the Examination of Compost and Composting (TMECC) 02.02- 20 B, "Sample Sieving for Aggregate Size Classification". 21 Fine Compost shall meet the following gradation: 22 Percent Passing Sieve Size Minimum Maximum 2" 100 ill 95 100 90 100 Y4 75 100 23 Maximum particle length of 6-inches. 24 25 Medium Compost shall meet the following gradation: 26 Percent Passing Sieve Size Minimum Maximum re- 2" 100 ill 95 100 %11 90 100 rr %4" 75 85 27 Maximum partible length of 6-inches. 28 WK 29 Medium Compost shall have a Carbon to Nitrogen ratio (C:N) between 18:1 and 30 30:1. The Carbon to Nitrogen ratio shall be calculated using the dry weight of 31 "Organic Carbon" using TMECC 04.01A divided by the dry weight of"Total N" using 32 TMECC 04.02D. 33 34 Coarse Compost shall meet the following gradation: 35 Percent Passing Sieve Size Minimum Maximum 3" 100 ill 90 100 ■r ASSEMBLED AMENDMENTS 42 No 70 100 40 60 1 Maximum particle length of 6-inches. 2 3 In number 8. of the third paragraph, the reference to "manufacturer" is revised to read 4 "Contractor". 5 6 9-14.4(8)A Compost Approval 7 This sections title is revised to read: 8 9 9-14.4(8)A Compost Submittal Requirements 10 11 The first sentence is revised to read: rrr 12 13 The Contractor shall submit the following information to the Engineer for approval: 14 15 Number 1. is revised to read: 16 17 1. The Qualified Products List printed page or a Request for Approval of Material 18 (DOT Form 350-071 EF). 19 20 In number 3., the reference to "manufacturer" is revised to read "Contractor" and the 21 reference to "analyses" is revised to read "analysis". 22 23 9-14.4(8)B Compost Acceptance 24 This section is revised to read: 25 26 Fourteen days prior to application, the Contractor shall submit a sample of the compost 27 approved for use, and a STA test report dated within 90 calendar days of the w 28 application, and the list of feed stocks by volume for each compost type to the Engineer 29 for review. 30 31 The Contractor shall use only compost that has been tested within 90 calendar days of 32 application and meets the requirements in Section 9-14.4(8). Compost not conforming 33 to the above requirements or taken from a source other than those tested and accepted 34 shall not be used. 35 36 9-14.4(9) Bonded Fiber Matrix (BFM) 37 This section is revised to read: 38 39 Bonded Fiber Matrix (BFM) shall be a hydraulically-applied blanket/mulch/matrix 40 comprised of biodegradable, thermally processed, defibrated, long strand fibers from 41 natural or recycled wood chips or similar woody material, weed free straw, cotton, 42 coconut, jute, and/or hemp. The fibers shall physically interlock to form a strong 43 moisture holding mat that allows the absorption and infiltration of water. BFM shall be 44 free from rock, metal, or plastic. It shall contain no more than 15 percent recycled paper 45 and meets the requirements in Section 9-14.4(2)A. 46 47 The BFM shall be manufactured in such a manner that when agitated in slurry tanks 48 with water, the fibers will be uniformly suspended to form a homogeneous slurry. 49 ASSEMBLED AMENDMENTS 43 1 Within 48 hours the BFM shall bond with the soil surface to create a continuous, 2 absorbent, flexible erosion resistant blanket that allows for seed germination and plant 3 growth. 4 5 BFM shall contain a dye to facilitate placement and inspection of the material. Dye shall 6 be non-toxic to plants, animal, and aquatic life and shall not stain concrete or painted 7 surfaces. 8 9 BFM shall be furnished premixed by the manufacturer. The BFM shall be furnished with „ 10 an MSDS that demonstrates to the satisfaction of the Engineer that the product is not 11 harmful to plants, animals, and aquatic life. Under no circumstances will field mixing of 12 additives or components be acceptable. 13 14 The Contractor shall supply independent test results from the National Transportation 15 Product Evaluation Program (NTPEP) or other accredited independent testing 16 laboratory as approved by the Engineer to assure compliance with the minimum 17 requirements in the following table: 18 Properties Test Method Requirements Long Strand Fibers WSDOT Test Method T A minimum of 50% of the 126 fiber, by mass, is collected on the .r combination of No. 8, No. 16, and No. 24 sieves Tackifier, Type A or Type See Section 9-14.4(7)A Minimum 10 percent by B weight of a cross-linked, polysaccharide, hydro- colloid tackifier Water Holding Capacity ASTM D 7367 1,300 percent minimum Organic Matter Content ASTM D 586* 90 percent minimum Moisture Content ASTM D 644* 15 percent maximum Seed Germination ASTM D 7322* 500 percent minimum Enhancement Performance in ASTM D 6459 with C Factor= 0.10 Protecting Slopes from 0.12-inch average maximum using Revised Rainfall-Induced Erosion raindrop size.** Test in Universal Soil Loss one soil type. Soil Equation (RUSLE) tested shall be loam as defined by the NRCS Soil Texture Triangle *** Thickness ASTM D 6525* 0.10-inch minimum Ground Cover ASTM D 6567* 97 percent minimum Mass Per Unit Area ASTM D 6566* 10.0 oz/ d2 minimum •• 19 * ASTM test methods developed for Rolled Erosion Control Products (RECPs) with 20 the only modification being that Hydraulic Erosion Control Products (HECPs) are 21 applied to the test plot. 22 23 ** Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 24 60 minute duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches 25 per hour with three successive test durations of 30 minutes each test in 24 hour 26 intervals may be substituted. ASSEMBLED AMENDMENTS 44 irr 1 2 ***Available at: 3 http://.soils.usda.gov/education/resources/lessons/texture/textural tri hi.jpg 4 5 6 9-14.4(10) Mechanically Bonded Fiber Matrix (MBFM) 7 This section including title is revised to read: 8 9 9-14.4(10) Mechanically Bonded Fiber Matrix (MBFM) or Fiber Reinforced 10 Matrix (FRM) 11 The MBFM/FRM shall be a hydraulically-applied blanket/mulch/matrix comprised of 12 biodegradable, thermally processed, defibrated, long-strand fibers from natural or 13 recycled wood chips or similar woody material, straw, coconut, jute, and/or hemp. The 14 MBFM/FRM shall contain a minimum of 5% by weight of biodegradable or 15 photodegradable polyfibers that are bent in multiple locations on each strand and that 16 physically interlock with the wood fibers to form a strong moisture holding mat that 17 allows the absorption and infiltration of water. The MBFM/FRM shall contain a cross- 18 linked polysaccharide tackifier. MBFM/FRM shall be free from paper, rock, metal, and 19 plastic. 20 21 MBFM/FRM shall be manufactured in such a manner that when agitated in slurry tanks 22 with water, the fibers will be uniformly suspended to form a homogeneous slurry. 23 24 The MBFM/FRM shall require no curing period upon application, and shall bond with the 25 soil surface to create a continuous, porous, absorbent, and flexible erosion resistant 26 blanket that allows for seed germination and plant growth. 27 28 MBFM/FRM shall be furnished premixed by the manufacturer. The MBFM/FRM shall be 29 furnished with an MSDS that demonstrates to the satisfaction of the Engineer that the 30 product is not harmful to plants, animals, and aquatic life. Under no circumstances will 31 field mixing of additives or components be acceptable. 32 33 The Contractor shall supply independent test results from the National Transportation 34 Product Evaluation Program (NTPEP) or other accredited independent testing 35 laboratory as approved by the Engineer to assure compliance with the minimum 36 requirements in the following table: 37 Properties Test Method Requirements Long Strand Fibers WSDOT Test Method T 126 A minimum of 50% of the fiber, by mass, is collected on the combination of No. 8, No. 16, and No. 24 sieves Tackifier, Type A or See Section 9-14.4(7)A Minimum 10 percent by Type B weight of a cross-linked, polysaccharide, hydro- colloid tackifier Water Holding ASTM D 7367 1,500 percent minimum Capacity Organic Matter ASTM D 586* 90 percent minimum Content ASSEMBLED AMENDMENTS 45 Moisture Content ASTM D 644* 15 percent maximum Seed Germination ASTM D 7322* 500 percent minimum Enhancement Performance in ASTM D 6459 with 0.12-inch C Factor = 0.05 Protecting Slopes average raindrop size.** maximum using Revised from Rainfall-Induced Test in one soil type. Soil Universal Soil Loss r Erosion tested shall be loam as Equation (RUSLE) defined by the NRCS Soil Texture Triangle *** r Thickness ASTM D 6525* 0.15-inch minimum Ground Cover ASTM D 6567* 98 percent minimum Mass Per Unit Area ASTM D 6566* 11.0 oz/ d2 minimum 1 *ASTM test methods developed for Rolled Erosion Control Products (RECPs) with 2 the only modification being that Hydraulic Erosion Control Products (HECPs) are 3 applied to the test plot. 4 ** Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 5 60 minute duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches 6 per hour with three successive test durations of 30 minutes each test in 24 hour 7 intervals may be substituted. 8 ***Available at: 9 http://soils.usda.gov/education/resources/lessons/texture/textural tri hi.jpg 10 11 12 9-14.5(1) Polyacrylamide (PAM) 13 The third and fourth sentences are revised to read: �•• 14 15 The minimum average molecular weight shall be greater than 5 mg/mole and minimum 16 30 percent charge density. The product shall contain at least 80 percent active ,,. 17 ingredients and have a moisture content not exceeding 10 percent by weight. 18 19 This section is supplemented with the following: 20 21 PAM shall be delivered in a dry granular or powder form. 22 23 9-14.5(2) Erosion Control Blanket 24 This section is revised to read: 25 26 Temporary erosion control blanket shall be made of natural plant fibers and meet the 27 following requirements: 28 Properties ASTM Test Method Requirements Protecting Slopes D 6459 with 0.12-inch Maximum C factor of from Rainfall- average raindrop size.* Test 0.15 using Revised Induced Erosion in one soil type. Soil tested Universal Soil Loss shall be loam as defined by Equation (RUSLE) the NRCS Soil Texture Trian le** Dry Weight per D 6475 0.36 Ib/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil type. 1.0 Ib/sq. ft. minimum Protecting Soil tested shall be loam as ASSEMBLED AMENDMENTS 46 +Wr Earthen Channels defined by the NRCS Soil from Stormwater- Texture Triangle** Induced Erosion Seed Germination D 7322* 200 percent minimum Enhancement 1 Netting, if present, shall be biodegradable with a life span not to exceed one year. 2 3 * Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 4 60 minute duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches 5 per hour with three successive test durations of 30 minutes each test in 24 hour 6 intervals may be substituted. 7 8 **Available at: 9 http://soils.usda.gov/education/resources/lessons/texture/textural tri hi.jpq 10 11 Permanent erosion control blanket or turf reinforcing mat shall consist of UV stabilized 12 fibers, filaments, or netting and shall meet the following requirements: 13 Properties ASTM Test Method Requirements UV Stability D 4355 Minimum 80 percent strength retained after 500 hours in a xenon arc device Protecting Slopes D 6459 with 0.12-inch Maximum C factor of from Rainfall- average raindrop size.* Test 0.15 using Revised Induced Erosion in one soil type. Soil tested Universal Soil Loss1 shall be loam as defined by Equation (RUSLE) the NRCS Soil Texture Triangle ** Dry Weight per D 6475 0.50 Ib/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil type. 2.0 Ib/sq. ft. minimum Protecting Soil tested shall be loam as Earthen Channels defined by the NRCS Soil from Stormwater- Texture Triangle** Induced Erosion Seed Germination D 7322 200 percent minimum Enhancement 14 * Utah State Protocol of 2.5:1 slope with rainfall simulated at 5-inches per hour for 15 60 minute duration, or TTI Protocol of 2:1 slope with rainfall simulated at 3.5-inches 16 per hour with three successive test durations of 30 minutes each test in 24 hour 17 intervals may be substituted. 18 **Available at: 19 http://soils.usda.gov/education/resources/lessons/texture/textural tri hi.jpg 20 21 This section is supplemented with the following new sub-section: 22 23 9-14.5(2)A Erosion Control Blanket Approval 24 The Contractor shall select Erosion Control Blanket products that bear the Quality and 25 Data Oversight and Review (QDOR) seal from the Erosion Control and Technology ASSEMBLED AMENDMENTS 47 1 Council (ECTC). All materials selected shall be currently listed on the QDOR products 2 list available at http:www.ectc.orq/gdor. 3 4 9-14.5(4) Geotextile - Encased Check Dam 5 In the second paragraph, the second and third sentences are revised to read: 6 7 The geotextile material shall overhang the foam by at least 6-inches at each end, and 8 shall have apron type flaps that extend a minimum of 24-inches on each side of the 9 check dam. The geotextile material shall meet the requirements for Temporary Silt 10 Fence in Section 9-33. 11 12 9-14.5(5) Wattles 13 This section is revised to read: 14 15 Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, 16 compost, wood chips, excelsior, or wood fiber or shavings encased within 17 biodegradable netting. Wattles shall be a minimum of 5-inches in diameter. Netting 18 material shall be clean, evenly woven, and free of encrusted concrete or other 19 contaminating materials such as preservatives. Netting material shall be free from cuts, + ► 20 tears, or weak places and shall have a minimum lifespan of 6 months. 21 22 Compost filler shall be Coarse Compost and shall meet the material requirements as +rr 23 specified in Section 9-14.4(8). If wood chips are used they shall meet the material 24 requirements as specified in Section 9-14.4(3). If wood shavings are used, 80 percent 25 of the fibers shall have a minimum length of 6-inches between 0.030 and 0.50-inches 26 wide, and between 0.017 and 0.13-inches thick. 27 28 9-14.5(6) Compost Sock 29 This section is revised to read: 30 31 Compost socks shall consist of extra heavy weight biodegradable fabric, with a 32 minimum strand thickness of 5 mils. The fabric shall be filled with Coarse Compost. 33 Compost Socks shall be at least 8-inches in diameter. The fabric shall be clean, evenly 34 woven, and free of encrusted concrete or other contaminating materials and shall be 35 free from cuts, tears, broken or missing yarns, and be free of thin, open, or weak areas 36 and shall be free of any type of preservative. 37 38 Coarse Compost filler shall meet the material requirements as specified in Section 9- 39 14.4(8). 40 41 Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or 42 pine species. Wood stakes shall be 2-inch by 2-inch nominal dimension and 36-inches 43 in length, 44 45 9-14.5(7) Coir Log 46 This section is revised to read: 47 48 Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted 49 within woven netting made of bristle coir twine with minimum strength of 80 lbs tensile 50 strength. The netting shall have nominal 2-inch by 2-inch openings. Log segments shall 51 have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. 52 Logs shall have a minimum density of 7 lbs/cf. rr ASSEMBLED AMENDMENTS 48 1 Ail 2 Stakes shall be untreated Douglas fir, hemlock, or pine species. Wood stakes shall 3 have a notch to secure the rope ties. Rope ties shall be of %-inch diameter 4 commercially available hemp rope. 5 6 9-14.6(1) Description 7 The fourth paragraph is revised to read: rr 8 9 Cuttings are live plant material without a previously developed root system. Source 10 plants for cuttings shall be dormant when cuttings are taken. All cuts shall be made with 11 a sharp instrument. Cuttings may be collected. If cuttings are collected, the requirement 12 to be nursery grown or held in nursery conditions does not apply. Written permission 13 shall be obtained from property owners and provided to the Engineer before cuttings are 14 collected. The Contractor shall collect cuttings in accordance with applicable sensitive 15 area ordinances. Cuttings shall meet the following requirements: 16 17 A. Live branch cuttings shall have flexible top growth with terminal buds and may 18 have side branches. The rooting end shall be cut at an approximate 45 degree 19 angle. 20 od 21 B. Live stake cuttings shall have a straight top cut immediately above a bud. The 22 lower, rooting end shall be cut at an approximate 45 degree angle. Live stakes 23 are cut from one to two year old wood. Live stake cuttings shall be cut and 24 installed with the bark intact with no branches or stems attached, and be '/2 to 25 1'h-inch in diameter. 26 27 C. Live pole cuttings shall have a minimum 2-inch diameter and no more than 28 three branches which shall be pruned back to the first bud from the main stem. 29 30 Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and 31 becoming erect at the apex. Rhizomes shall have a minimum of two growth points. 32 Tubers shall be a thickened and short subterranean branch having numerous buds or 33 eyes. 34 35 9-14.6(2) Quality 36 The first paragraph is revised to read: 37 38 At the time of delivery all plant material furnished shall meet the grades established by 39 the latest edition of the American Standard for Nursery Stock, (ASNS) ANSI Z60.1 and 41 40 shall conform to the size and acceptable conditions as listed in the Contract, and shall 41 be free of all foreign plant material. 42t 43 The third paragraph is revised to read: 44 45 All plant material shall be purchased from a nursery licensed to produce plants for sale 46 in Washington State. 47 48 This section is supplemented with the following new paragraph: 49 50 All nurseries and nursery vendors must have a business license issued by the 51 Washington State Department of Licensing with a "Nursery" endorsement. Upon ASSEMBLED AMENDMENTS 49 aw 1 request, the Contractor shall furnish the Engineer with copies of the applicable licenses 2 and endorsements. 3 4 9-14.6(3) Handling and Shipping 5 Item numbers 8 and 9 are revised to read: 6 wr 7 8. Size. (Height, runner length, caliper, etc. as required.) 8 9 9. Signature of shipper by authorized representative. 10 11 Item numbers 10 and 11 are deleted. 12 13 9-14.6(7) Temporary Storage 14 The first paragraph is revised to read: 15 16 Plants stored under temporary conditions prior to installation shall be the responsibility ` 17 of the Contractor. 18 19 15.AP9 20 SECTION 9-15, IRRIGATION SYSTEM 21 January 4, 2010 22 The first paragraph is supplemented with the following: 23 24 When the water supply for the irrigation system is from a non-potable source, irrigation 25 components shall have lavender indicators supplied by the equipment manufacturer. 26 27 9-15.3 Automatic Controllers 28 This section is revised to read: 29 30 The automatic controller shall be an electronic timing device for automatically opening 31 and closing control valves for predetermined periods of time. The automatic controller 32 shall be enclosed in a weatherproof, painted, metal housing fabricated from 16 gauge 33 sheet aluminum alloy 6061-T6 or 16 gauge sheet steel or unpainted, non-rusting 34 industrial grade stainless steel. The pedestal shall have a completely removable 35 locking faceplate to allow easy access to wiring. 36 37 The automatic controller housing shall have hasp and lock or locking device. All locks or 38 locking devices shall be master keyed and three sets of keys provided to the Engineer. 39 The controller shall be compatible with and capable of operating the irrigation system as 40 designed and constructed and shall include the following operating features: + 41 42 1. Each controller station shall be adjustable for setting to remain open for any 43 desired period of time, from five minutes or less to at least 99 minutes. rrr 44 2. Adjustments shall be provided whereby any number of days may be omitted 45 and whereby any one or more positions on the controller can be skipped. 46 When adjustments are made, they shall continue automatically within a 14-day 47 cycle until the operator desires to make new adjustments. 48 3. Controls shall allow any position to be operated manually, both on or off, 49 whenever desired, without disrupting the 14 day cycle. 50 4. Controls shall provide for resetting the start of the irrigation cycle at any time 51 and advancing from one position to another. wr ASSEMBLED AMENDMENTS 50 1 5. Controllers shall contain a power on-off switch and fuse assembly. 2 6. Output shall be 24 volt AC with battery back up for memory retention of the 14 3 day cycle. 4 7. Both normally-open or normally-closed rain sensor compatibility. WA 5 6 9-15.4 Irrigation Heads 7 This section is supplemented with the following new paragraph: 106 8 9 All instructions, special wrenches, clamps, tools, and equipment supplied by the 10 manufacturer necessary for the installation and maintenance of the irrigation heads 11 shall be turned over to the Engineer upon completion and acceptance of the project. 12 13 9-15.5 Valve Boxes and Protective Sleeves „ 14 This section including title is revised to read: 15 16 9-15.5 Valve Boxes 17 Valve boxes shall conform to the Plans and be extendible to obtain the depth required. 18 All manual drain valves and manual control valves shall be installed in valve box with a 19 vandal resistant lid as shown in the Plans. 20 21 9-15.7(1) Manual Control Valves 22 The third and fourth sentences are revised to read: 23 24 The Contractor shall furnish three suitable operating keys. Valves shall have removable 25 bonnet and stem assemblies with adjustable packing glands and shall house long acme 26 threaded stems to ensure full opening and closing. r 27 28 9-15.7(2) Automatic Control Valves 29 In the second paragraph, the first and second sentences are revised to read: rr 30 31 Valves shall be of a normally closed design and shall be operated by an electronic 32 solenoid having a maximum rating of 6.5 watts utilizing 24 volt AC power. Electronic 33 solenoids shall have a stainless steel plunger and be directly attached to the valve 34 bonnets or body with all control parts fully encapsulated. 35 36 In the fifth sentence of the second paragraph, "electric" is revised to read "electrical". 37 38 9-15.7(3) Automatic Control Valves With Pressure Regulator 39 This section is revised to read: 40 41 Automatic control valves with pressure regulators shall be similar to automatic 42 control valves described in Section 9-15.7(2) and shall reduce the inlet pressure to 43 a constant pressure regardless of supply fluctuations. The regulator must be fully 44 adjustable. 45 rr 46 9-15.8 Quick Coupling Equipment 47 In the first paragraph, the first and second sentences are revised to read: 48 rr 49 Quick coupler valves shall have a service rating of not less than 125-psi for non-shock 50 cold water. The body of the valves shall be of cast Copper Alloy No. C84400 Leaded 51 Semi-Red Brass conforming to ASTM B 584. 52 4+ ASSEMBLED AMENDMENTS 51 `w" 1 In the fifth sentence of the first paragraph, "will" is revised to read "shall". 2 3 9-15.9 Drain Valves an 4 This section is revised to read: 5 6 Drain valves may be a '/-inch or 3/-inch PVC or metal gate valve manufactured for + 7 irrigation systems. Valves shall be designed for underground installation with suitable 8 cross wheel for operation with a standard key, and shall have a service rating of not less 9 than 150-psi non-shock cold water. The Contractor shall furnish three standard 10 operating keys per Contract. Drain valves shall be installed in a valve box with a vandal 11 resistant lid as shown in the Plans. 12 13 Drain valves on potable water systems shall only be allowed on the downstream side of 14 approved cross connection control devices. 15 16 9-15.10 Hose Bibs 17 The first sentence is revised to read: 18 19 Hose bibs shall be angle type, constructed of bronze or brass, threaded to aw 20 accommodate a3/4-inch hose connection, and shall be key operated. 21 22 9-15.11 Cross Connection Control Devices to 23 This section is revised to read: 24 25 Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker No 26 assemblies (PVBAs), double check valve assemblies (DCVAs), and reduced pressure 27 backflow devices (RPBDs), shall be of a manufacturer and product model approved for 28 use by the Washington State Department of Health, Olympia, Washington or a o 29 Department of Health certified agency. 30 31 9-15.12 Check Valves ww 32 The last sentence is revised to read: 33 34 Valves shall have angled seats, Buna-N seals and threaded connections, and shall be 40 35 installed in 8-inch round plastic valve boxes with vandal resistant lids. 36 37 9-15.14 Three-Way Valves 38 The last sentence is revised to read: 39 40 When handles are included as an integral part of the valves, the Contractor shall 41 remove the handles and give them to the Engineer for ultimate distribution to the 42 Maintenance Division. 43 44 9-15.15 Flow Control Valves rw 45 The third sentence is revised to read: 46 47 Valves shall be factory set to the flows as shown in the Plans. r 48 49 9-15.17 Electrical Wire and Splices 50 This section is revised to read: so 51 1W ASSEMBLED AMENDMENTS 52 ow 1 Electrical wire used between the automatic controller and automatic control valves shall 2 be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE 3 Chemically Cross Linked Polyethylene or Type UF, and shall be listed by a National 4 recognized Testing Laboratory. Each conductor shall be color coded and marked at 5 each end and at all splices with zone or station number identification. 6 7 Low voltage splices shall be made with a direct bury splice kit using a twist-on wire 8 connector and inserted in a waterproof polypropylene tube filled with a silicone electrical 9 insulating gel, or heat shrinkable insulating tubing. Heat shrinking insulating tubing shall 10 consist of a mastic lined heavy wall polyolefin cable sleeve. 11 12 9-15.18 Detectable Marking Tape 13 The first paragraph is revised to read: 14 Detectable marking tape shall consist of inert polyethylene plastic that is impervious to 15 all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the 16 soil, with a metallic foil core to provide for the most positive detection and pipeline 17 location. 18 19 In the second paragraph, the first and second sentences are revised to read: 20 21 The tape shall be color coded and shall be imprinted continuously over its entire length 22 in permanent black ink indicating the type of line buried below and shall also have the 23 word "Caution" prominently shown. 24 25 The last paragraph is revised to read: 26 27 The width of the tape shall be as recommended by the manufacturer based on depth of 28 installation. 29 30 16.AP9 31 SECTION 9-16, FENCE AND GUARDRAIL 32 January 4, 2010 33 9-16.3(2) Posts and Blocks 34 The first sentence in the second paragraph is revised to read: 35 36 Timber posts and blocks shall conform to the grade specified in Section 9-09.2. 37 38 22.AP9 ' 39 SECTION 9-22, MONUMENT CASES 40 January 4, 2010 41 9-22.1 Monument Cases, Covers, and Risers 42 In the first sentence, "Class 3013" is revised to read "Class 3513". 43 44 23.AP9 45 SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES 46 April 5, 2010 ,r 47 9-23.1 Sheet Materials for Curing Concrete 48 In the first paragraph, "AASHTO M 171" is revised to read "ASTM C 171". , ASSEMBLED AMENDMENTS 53 wo 1 2 9-23.2 Liquid Membrane Forming Concrete Curing Compounds 3 In the first sentence of the first paragraph, "AASHTO M 148" is deleted and "(ASTM C 309)" w' 4 is revised to read "ASTM C 309". 5 6 29.AP9 to 7 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 8 April 5, 2010 Nr 9 In this division, all references to "hot-dipped" are revised to read "hot-dip". 10 11 9-29.1(2)A Expansion Fittings, Deflection Fittings, and Combination .o 12 Expansion/Deflection Fittings 13 The following new paragraph is inserted after the first paragraph: 14 es 15 Expansion fittings for use with PVC shall allow for 4-inches of movement minimum (2- 16 inches in each direction). Expansion fittings for PVC conduit shall be PVC and have 17 threaded terminal adaptor or coupling end and shall meet the requirements listed in 18 Section 9-29.1(4)A. 19 20 9-29.4 Messenger Cable, Fittings 21 This section is supplemented with the following: 22 23 Messenger cable shall be 3/-inch, 7-wire strand messenger cables conforming to ASTM 24 A 475, extra-high-strength grade, 15,400 pounds minimum breaking strength, Class A 25 galvanized. 26 27 Strain insulators shall be wet process, porcelain, conforming to EEI-NEMA Class 54-2 �r 28 standards for 12,000 pound ultimate strength. 29 30 Down guy assembly shall consist of an eight-way steel expanding anchor, having a „w 31 minimum area of 300 square inches, made of pressed steel, coated with asphalt or 32 similar preservative, and fitted with a %-inch minimum guy eye anchor rod 8-feet long. 33 As an alternate to expanding anchors, screw type anchors with two 8-inch helix, 31/2- No 34 inch-pitch, 1-inch by 7 foot guy anchor rod, and rated for 7,000 pound maximum torque 35 may be installed. 36 37 All pole hardware, bolts, plate rods, hangers, clips, wire guards, and pole bands shall be '�` 38 hot-dipped galvanized in conformance with the requirements of AASHTO M 232. 39 40 9-29.6(5) Foundation Hardware N" 41 The first paragraph is revised to read: 42 43 Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall conform to the go 44 requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of AASHTO 45 M 291, grade A. Washers shall meet the requirements of ASTM F 844 or ASTM F 436. 46 aw 47 9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, 48 Cantilever Bases and Sign Bridge Bases 49 The content of this section is revised and moved to the following new sub-sections: of 50 trr ASSEMBLED AMENDMENTS 54 rrr 1 9-29.7(1) Unfused Quick-Disconnect 2 Unfused quick-disconnect connector kits shall conform to the following requirements: 3 4 1. The copper pin and copper receptacle shall be a crimped type of connection or 5 a stainless steel set screw and lug connection to the cable. The receptacle 6 shall establish contact pressure with the pin through the use of a tinned copper 7 or copper beryllium sleeve spring and shall be equipped with a disposable 8 mounting pin. The receptacle shall be fully annealed. Both the copper pin and 9 receptacle shall have a centrally located recessed locking area adapted to be 10 complementarily filled and retained by the rubber housing. 11 12 2. The plug and receptacle housing shall be made of water resistant synthetic 13 rubber which is capable of burial in the ground or installation in sunlight. Each 14 housing shall provide a section to form a water-seal around the cable, have an 15 interior arrangement to suitably and complementarily receive and retain the 16 copper pin or receptacle, and a section to provide a water-seal between the 17 two housings at the point of disconnection. 18 19 3. The kit shall provide waterproof in-line connector protection with three cutoff 20 sections on both the line and load side to accommodate various wire sizes. All + 21 connections shall be as described in item I" above. Upon disconnect, the 22 connector shall remain in the load side of the kit. 23 24 9-29.7(2) Fused Quick-Disconnect 25 Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall 26 provide three cutoff sections on both lines and load side to accommodate various wire 27 sizes. All connections shall be as described in item I" above. Upon disconnect, the 28 fuse shall remain in the load side of the kit. 29 30 Fuses furnished for all lighting circuits shall be capable of handling the operating voltage 31 of the circuit involved and shall have the following characteristics: 32 33 1. Fuses shall be capable of indefinitely supporting 110 percent of the rated load. 34 35 2. Fuses shall be capable of supporting 135 percent of the rated load for 36 approximately 1 hour. so 37 38 3. A load of 200 percent of rated load shall effectively cause instantaneous 39 blowing of the fuse. OW 40 41 4. Fuses shall be rated as listed below and shall be sized to fit the fuse 42 containers furnished on this project, according to the manufacturer's 43 recommendations therefore. 44 45 5. Fuses shall be listed by a nationally recognized testing laboratory. 46 47 Luminaire Service Voltage Size 480V 240V 120V 1,000W 10A 15A 30A 750W 5A 10A 20A 70OW 5A 10A 20A .r ASSEMBLED AMENDMENTS 55 No 40OW 5A 10A 15A 310W 5A 5A 10A 250W 5A 5A 10A so 20OW 4A 5A 10A 175W 4A 5A 10A 150W 3A 4A 5A No 100W 2A 3A 4A 70W 2A 2A 2A 50W 2A 2A 2A �► 1 2 3 9-29.9 Ballast, Transformers • 4 This sections content is deleted and replaced with: 5 6 Heat-generating components shall be mounted to use the portion of the luminaire upon 7 which they are mounted as a heat sink. Capacitors shall be located as far as practicable 8 from heat-generating components or shall be thermally shielded to limit the fixture 9 temperature to 160°F. 10 rr 11 Transformers and inductors shall be resin-impregnated for protection against moisture. 12 Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. 13 14 No capacitor, transformer, or other device shall employ the class of compounds 15 identified as polychlorinated biphenyls (PCB) as dielectric, coolants, or for any other 16 purpose. 17 18 This section is supplemented with the following new sub-sections: 19 + ► 20 9-29.9(1) Ballast 21 Each ballast shall have a name plate attached permanently to the case listing all 22 electrical data. 23 24 A Manufacturer's Certificate of Compliance in accordance with Section 1-06.3 meeting 25 the manufacturers and these Specification requirements, shall be submitted by the rr 26 Contractor with each type of luminaire ballast. 27 28 Ballasts shall be designed for continuous operation at ambient air temperatures from am 29 20°F without reduction in ballast life. Ballasts shall have a design life of not less than 30 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours 31 on and 12 hours off, with the lamp circuit in an open or short-circuited condition and 32 without measurable reduction in the operating requirements. All ballasts shall be high 33 power factor (90%). 34 35 Ballasts shall be tested in accordance with the requirements of current ANSI C 82.6, +■ 36 Methods of Measurement of High-Intensity-Discharge Lamp Ballasts. Starting aids for 37 ballasts of a given lamp wattage shall be interchangeable between ballasts of the same 38 wattage and manufacturer without adjustment. .,. 39 40 Ballast assemblies shall consist of separate components, each of which shall be 41 capable of being easily replaced. A starting aid will be considered as a single 42 component. Each component shall be provided with screw terminals, NEMA tab *W ASSEMBLED AMENDMENTS 56 Torr 1 connectors or a single multi-circuit connector. All conductor terminals shall be identified w* 2 as to the component terminal to which they connect. 3 4 Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which 5 will intersect both of the lamp-voltage limit lines between the wattage limit lines and 6 remain between the wattage limit lines throughout the full range of lamp voltage. This 7 requirement shall be met not only at the rated input voltage of the ballast, but also the pili 8 lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of 9 the lamp, the ballast curve shall fall within the specified limits of lamp voltage and 10 wattage. 11 12 All luminaires ballasts shall be located within the luminaire housing. The only exception 13 shall be ballasts to be mounted on lowering assemblies and shall be external to, and 14 attached to the fixture assembly. 15 16 Ballast Characteristics for High Pressure Sodium (HPS) and Metal Halide (MH) Sources 17 shall be: 18 Source Line Lamp Ballast Type Input Lamp Volt. Wattage Voltage Wattage Variation Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 750 1000 Auto Reg. Lead 10% 30% CWA MH any 175 400 Mag. Reg. Lag 10% 18% " MH any 1000 Auto Reg. Lead 10% 30% CWA 19 20 21 9-29.9(2) Transformers 22 The transformers to be furnished shall be indoor/outdoor dry type transformers rated as 23 shown in the Plans. The transformer coils, buss bar, and all connections shall be 24 copper. Transformers, 7.5 KVA and larger shall be supplied with two full capacity taps, 25 one at 5% and one at 10% below the normal full capacity. 26 27 9-29.10 Luminaires 28 This section is revised to read: 29 30 All luminaires shall have their components secured to the luminaire frame with ANSI, 31 300 series chrome-nickel grade stainless steel, zinc dichromate coated steel or ceramic 32 coated steel hardware. The luminaire slip-fitter bolts shall be either stainless steel, hot- 33 dip galvanized steel, zinc dichromate coated steel, or ceramic coated steel. All internal 34 luminaire assemblies shall be assembled on or fabricated from either stainless steel or ' 35 galvanized steel. The housing, complete with integral ballast, shall be weathertight. 36 37 The temperature rating of all wiring internal to the luminaire housing, excluding the pole 38 and bracket cable, shall equal or exceed 200°F . 39 rrr ASSEMBLED AMENDMENTS 57 WO 1 All luminaires shall be provided with markers for positive identification of light source 2 type and wattage. Markers shall be 3-inches square with Gothic bold, black 2-inch 3 legend on colored background. Background color shall be gold for high pressure 4 sodium, and red for metal halide light sources. Legends shall be sealed with transparent 5 film resistant to dust, weather, and ultraviolet exposure. 6 7 Legends shall correspond to the following code: 8 Lamp Wattage Legend w� 70 7 100 10 150 15 175 17 200 20 250 25 310 31 400 40 700 70 750 75 1,000 XI 9 10 11 9-29.10(1) Cobra Head Luminaires 12 This sections content including title is revised to read: 13 14 9-29.10(1) Conventional Roadway Luminaires 15 A. Conventional highway luminaires shall be IES Type III medium distribution cut off 16 cobra head configuration with horizontal lamp, rated at 24,000 hours minimum. 17 18 B. The ballast shall be mounted on a separate exterior door, which shall be hinged to 19 the luminaire and secured in the closed position to the luminaire housing by means wr 20 of an automatic type of latch (a combination hex/slot stainless steel screw fastener 21 may supplement the automatic type latch). 22 23 C. The reflector of all luminaires shall be of a snap-in design or be secured with 24 screws. The reflector shall be manufactured of polished aluminum or molded from 25 prismatically formed borosilicate glass. The refractor or lens shall be mounted in a 26 doorframe assembly which shall be hinged to the luminaire and secured in the 27 closed position to the luminaire by means of automatic latch. The refractor or lens 28 and doorframe assembly, when closed, shall exert pressure against a gasket seat. 29 The refractor lens shall not allow any light output above 90 degrees nadir. Gaskets ` 30 shall be composed of material capable of withstanding temperatures involved and 31 shall be securely held in place. 32 33 D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 34 2-inch pipe tenon and capable of being adjusted within 5 degrees from the axis of 35 the tenon. The clamping bracket(s) and the cap screws of the slipfitter shall not 36 bottom out on the housing bosses when adjusted within the ±5 degree range. 37 w OW ASSEMBLED AMENDMENTS 58 do 1 No part of the slipfitter mounting brackets on the luminaires shall develop a permanent as 2 set in excess of 0.2-inch when the cap screws used for mounting are tightened to a 3 torque of 32 pounds feet. 4 5 E. Refractors shall be formed from heat resistant, high impact, molded borosilicate 6 glass. Flat lens shall be formed from heat resistant, high impact borosilicate or 7 tempered glass. 8 9 F. High pressure sodium conventional roadway luminaires shall be capable of 10 accepting a 150, 200, 250, 310, or 400 watt lamp complete with ballast. 11 12 G. Housings shall be fabricated from aluminum. Painted housings shall be painted flat 13 gray, Federal Standard 595 color chip No. 26280. Housings that are painted shall 14 withstand a 1,000-hour salt spray test as specified in ASTM B 117. 15 16 H. All luminaires to be mounted on horizontal mast arms, shall be capable of 17 withstanding cyclic loading in: 18 19 1. A vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak 20 sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for 21 a minimum of 2 million cycles without failure of any luminaire parts, and; 22 23 2. A horizontal plane perpendicular to the direction of the mast arm at a minimum 24 peak acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 25 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million 26 cycles without failure of any luminaire parts. 27 28 I. All luminaires shall have leveling reference points for both transverse and 29 longitudinal adjustment. Luminaires shall have slip-fitters capable of adjusting 30 through a 5-degree axis for the required leveling procedure. 31 32 9-29.10(2) Decorative Luminaires 33 In the first paragraph, "150 -400" is revised to read "50 - 400". 34 35 In the second paragraph, "box shaped" is deleted. 36 37 In the third paragraph, the first sentence is deleted. The second sentence is revised to read: 38 39 The ballast housing shall be adequately constructed to contain ballasts for 50 - 400 watt rr► 40 alternate high intensity discharge sources. 41 42 The fourth paragraph is revised to read: 43 44 Each housing shall consist of an integral reflector, containing a mogul based high 45 intensity discharge lamp, and a one piece heat and shock resistant, clear tempered lens 46 mounted in a gasketed, hinged frame. The reflector shall be a snap-in design or 47 secured with screws. The reflector assembly shall have a lamp vibration damper. The 48 reflector shall be manufactured of polished aluminum or molded from prismatically 49 formed borosilicate glass. The housing shall have a heat resistant finish. The lens 50 frame shall be secured to the housing with ANSI, 300 series chrome-nickel grade 51 stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. 52 ASSEMBLED AMENDMENTS 59 1 The last sentence in the fifth paragraph is deleted. 2 3 The sixth paragraph is deleted. +�. 4 5 The seventh paragraph is revised to read: 6 7 The finish shall meet the requirements of ASTM B 117 with the exception that the finish 8 shall be salt spray resistant after 300 hours exposure . 9 10 The first sentence in the eight paragraph is deleted. 11 12 9-29.10(3) High Mast Luminaires and Post Top Luminaires 13 This sections content including title is deleted and replaced with: 14 15 9-29.10(3) Vacant 16 17 9-29.10(5) Sign Lighting Luminaires 18 This section is revised to read: 19 20 Sign lighting luminaires shall be the Induction Bulb type. 21 22 9-29.10(5)A Sign Lighting Luminaires - Mercury Vapor 23 This section including title is revised to read: 24 25 9-29.10(5)A Sign Lighting Luminaires — Isolation Switch rr 26 The isolation switch shall be installed in a terminal cabinet in accordance with Section 9- 27 29.25 with the exception that the cabinet shall be NEMA 3R and stainless steel. The 28 terminal cabinet shall be installed in accordance to the Standard Plans. The switch shall „ 29 be either single pole, single throw, or double pole single throw as necessary to open all 30 conductors to the luminaires other than neutral and ground conductors. The switch shall 31 contain 600 volt alternating current (VAC) terminal strips on the load side with 32 solderless lugs as required for each load carrying conductor plus four spare lugs per 33 strip. 34 35 9-29.10(5)B Sign Lighting Fixtures - Induction a"` 36 The first sentence is revised to read: 37 38 Sign lighting luminaires shall have a cast aluminum housing and door assembly with a to 39 polyester paint finish. 40 41 In the second sentence of the sixth paragraph, "87" is revised to read "85". to 42 43 In the last sentence of the sixth paragraph, "Class a" is revised to read "Class A". 44 so 45 The first sentence of the last paragraph is revised to read: 46 47 A Manufacturer's Certificate of Compliance, conforming to Section 1-06.3 48 "Manufacturer's Certificates of Compliance" and a copy of the high frequency generator 49 test methods and results shall be submitted by the manufacturer with each lot of sign 50 lighting fixtures. 51 r ASSEMBLED AMENDMENTS 60 wr 1 9-29.12 Electrical Splice Materials ' 2 This section is revised to read: 3 4 Circuit splicing materials shall meet the following specifications. 5 6 9-29.12(1) Illumination Circuit Splices 7 This section is revised to read: 0 8 9 Illumination circuit splices shall be split bolt vice type connectors or solderless crimped 10 connections to securely join the wires both mechanically and electrically as defined in 11 Section 8-20.3(8). 12 13 This section is supplemented with the following new sub-sections: 14 15 9-29.12(1)A Heat Shrink Splice Enclosure 16 Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil 17 Spec 1230053 18 19 9-29.12(1)B Molded Splice Enclosure 20 Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar 21 sheet bonded to butyrate webbing forming a flexible mold. The material used shall be 22 compatible with the insulation material of the insulated conductor or cable. The 23 component materials of the resin insulation shall be packaged ready for convenient 24 mixing without removing from the package. 25 26 9-29.12(2) Traffic Signal Splice Material + 27 This section is revised to read: 28 29 Induction loop splices and magnetometer splices shall include an uninsulated barrel 30 type crimped connector capable of being soldered. The insulating material shall be a 31 heat shrink type meeting requirements of Section 9-29.12(1)A, an epoxy resin cast type 32 with clear rigid plastic mold meeting the requirements of Section 9-29.12(1)B, or a re- 33 enterable type with silicone type filling compound that remains flexible and enclosed in a 34 re-enterable rigid mold that snaps together. 35 36 9-29.15 Flashing Beacon Control 37 In the first paragraph, the first word "Flashers" is revised to read "Line voltage flashers". 38 39 9-29.18 Vehicle Detector 40 The first paragraph is revised to read: 41 42 Induction loop detectors and magnetometer detectors shall comply with current NEMA 43 Specifications when installed with NEMA control assemblies and shall comply with the 44 current California Department of Transportation document entitled "Transportation 45 Electrical Equipment Specifications," specified in Section 9-29.13(7) when installed with 46 Type 170, Type 2070 or NEMA control assemblies. 47 ASSEMBLED AMENDMENTS 61 Ir 1 30.AP9 2 SECTION 9-30, WATER DISTRIBUTION MATERIALS 3 January 4, 2010 4 9-30.1(1) Ductile Iron Pipe 5 In the first paragraph, number 1. and 2. are revised to read: 6 7 1. Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe 8 shall have a cement mortar lining, and a 1 mil thick seal coat meeting the 9 requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged 10 joints shall be Special Thickness Class 53. All other ductile iron pipe shall be 11 Special Thickness Class 50, minimum Pressure Class 350, or the class indicated 12 on the Plans or in the Special Provisions. 13 14 2. Nonrestrained joints shall be either rubber gasket type, push on type, or 15 mechanical type meeting the requirements of AWWA C111. 16 17 9-30.1(2) Polyethylene Encasement 18 This section is revised to read: 19 20 Polyethylene encasement shall be tube-form, high density cross-laminated polyethylene 21 film, or linear low density polyethylene film, meeting the requirements of ANSI/AWWA war 22 C105. Color shall be natural or black. 23 24 25 33.AP9 26 SECTION 9-33, CONSTRUCTION GEOSYNTHETIC 27 April 5, 2010 28 9-33.4(3) Acceptance Samples 29 The third paragraph is revised to read: err 30 31 Samples from the geosynthetic roll will be taken to confirm the material meets the 32 property values specified. Samples will be randomly taken at the job site by the 33 Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. `�" 34 35 The first sentence in the sixth paragraph is revised to read: 36 ow 37 For each geosynthetic roll that is tested and fails the Project Engineer will select two 38 additional rolls from the same lot for sampling and retesting. The Contractor shall 39 sample the rolls in accordance with WSDOT T 914 in the presence of the Project 00 40 Engineer. 41 42 35.AP9 WA 43 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS 44 January 4, 2010 to 45 9-35.0 General Requirements 46 In the first paragraph, the item "Truck Mounted Attenuator" is revised to read "Transportable 47 Attenuator". 48 ASSEMBLED AMENDMENTS 62 err 1 In the second paragraph, the third sentence is revised to read: 2 3 Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified 4 Products List (QPL) submittals are not required. 5 6 9-35.12 Truck-Mounted Attenuator 7 This section including title is revised to read: 8 9 9-35.12 Transportable Attenuator 10 Transportable attenuators are Truck-Mounted Attenuators (TMA) or Trailer-Mounted 11 Attenuators (TMA-trailer). The transportable attenuator shall be mounted on, or 12 attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum 13 weight in accordance with the manufacturer's recommendations. Ballast used to obtain 14 the minimum weight requirement, or any other object that is placed on the vehicle shall 15 be securely anchored such that it will be retained on the vehicle during an impact. The 16 Contractor shall provide certification that the transportable attenuator complies with 17 NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the 18 Contractor are subject to the approval of the Engineer. The Contractor shall provide the 19 Engineer with roll-ahead distance calculations and crash test reports illustrating that the 20 proposed host vehicle is appropriate for the attenuator and the site conditions. 21 22 The transportable attenuator shall have a chevron pattern on the rear of the unit. The 23 standard chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective to 24 black and retro-reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with 25 the W" at the center of the unit. 26 27 This section is supplemented with the following new sub-sections: 28 29 9-35.12(1) Truck-Mounted Attenuator 30 The TMA may be selected from the approved units listed on the QPL or submitted using 31 a RAM. 32 33 The TMA shall have an adjustable height so that it can be placed at the correct 34 elevation during usage and to a safe height for transporting. If needed, the Contractor 35 shall install additional lights to provide fully visible brake lights at all times. 36 37 9-35.12(2) Trailer-Mounted Attenuator 38 The TMA-trailer may be selected from the approved units listed on the QPL or 39 submitted using a RAM. 40 41 If needed, the Contractor shall install additional lights to provide fully visible brake lights 42 at all times. 43 44 9-35.12(3) Submittal Requirements 45 For transportable attenuators listed on the QPL, the Contractor shall submit the QPL 46 printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350- 47 071 EF) for the product proposed for use to the Engineer for approval. The Contractor 48 shall submit a RAM for transportable attenuators not listed on the QPL. 49 ASSEMBLED AMENDMENTS 63 1 4 , x 's xIL asp a s l a , J c a ,,, e` x �s € 11 I ' , 4 1A * a r x $ �z e ���� 'f k a Ckt e , x .,�11 'Of. r a, s 4 rt 'r€ s � � R' '�,r � '��' `'` - r 4 `u �, r7`�` 4 i'ax �`��'' fir" A i t ' L� 5''M`^ f°� '. 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An �.^M �.'�`.. ,���*a S'�*r£�:�^. ����• .x �,"'�u.y,a r�'.rC�?k',•. �.F.,`§i��• �; ,-=7,. � ��,^ s a ., t�>� E ,r a} t�- s: q q w •i�`,�'rx �sr"x ;*„'�� yt*s+.y.? � .v x� fi h .. .;t'y...x.<�` k ..' s2n �,a3 ..�,.,.i,..,•iY��+r'.esi��;..,:,k sa-:,.�.:�.6, ��fi.`»�a'r-,�,.a�...4��;h ,�� ;, �.�.,k r<�*w.y�#t.�.r ti "sasses: .. .'r.+v`a. �':.,.»_ti8�_ ��'.Tv.,: ,.,,, `.�..��.�;xr„� aw wr City of Renton Surveying Standards w City of Renton Standard Plans & Supplemental Specifications Section 1-11 Adopted December 16, 1996 aw Effective January, 21, 1997 lr aw w. TS_SERVER//SYS2\MAPS\83m\control\scn.doc 1-11-1 2 May 2000 IN too to to to irr Vertical Datum of 1988, and tied to at least one 1-11 Renton Surveying Standards of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks Responsibility for surveys(RC) within 3000 feet of the project site a tie to both All surveys and survey reports shall be prepared shall be made. The benchmark(s) used will be under the direct supervision of a person shown on the drawing. If a City of Renton registered to practice land surveying under the benchmark does not exist within 3000 feet of a provisions of Chapter 18.43 RCW. project, one must be set on or near the project in All surveys and survey reports shall be prepared a permanent manner that will remain intact in accordance with the requirements established throughout the duration of the project. Source of wr by the Board of Registration for Professional elevations (benchmark) will be shown on the Engineers and Land Surveyors under the drawing, as well as a description of any bench provisions of Chapter 18.43 RCW. marks established. aw 1-11.1(2) Survey Datum and Precision 1-11.1(3) Subdivision Information(RC) (RC) Those surveys dependent on section subdivision The horizontal component of all surveys shall shall reveal the controlling monuments used and i.r have as its coordinate base: The North the subdivision of the applicable quarter section. American Datum of 1983/91. Those surveys dependent on retracement of a All horizontal control for projects must be plat or short plat shall reveal the controlling referenced to or in conjunction with a minimum monuments, measurements, and methodology of two of the City of Renton's Survey Control used in that retracement. Network monuments. The source of the 1-11.1(4) Field Notes(RC) coordinate values used will be shown on the Field notes shall be kept in conventional format survey drawing per RCW 58.09.070. in a standard bound field book with waterproof The horizontal component of all surveys shall pages. In cases where an electronic data meet or exceed the closure requirements of collector is used field notes must also be kept WAC 332-130-060. The control base lines for with a sketch and a record of control and base all surveys shall meet or exceed the requirements line traverses describing station occupations and for a Class A survey revealed in Table 2 of the what measurements were made at each point. �r► Minimum Standard Detail Requirements for Every point located or set shall be identified by a ALTAIACSM Land Title Surveys jointly number and a description. Point numbers shall established and adopted by ALTA and ACSM in be unique within a complete job. The preferred 1992 or comparable classification in future method of point numbering is field notebook, «r editions of said document. The angular and page and point set on that page. Example: The linear closure and precision ratio of traverses first point set or found on page 16 of field book used for survey control shall be revealed on the 348 would be identified as Point No. 348.16.01, face of the survey drawing, as shall the method the second point would be 348.16.02,etc. of adjustment. Upon completion of a City of Renton project, The horizontal component of the control system either the field notebook(s)provided by the City �w for surveys using global positioning system or the original field notebook(s) used by the methodology shall exhibit at least 1 part in surveyor will be given to the City. For all other 50,000 precision in line length dependent error work, surveyors will provide a copy of the notes analysis at a 95 percent confidence level and to the City upon request. In those cases where r performed pursuant to Federal Geodetic Control an electronic data collector is used, a hard copy Subcommittee Standards for GPS control print out in ASCII text format will accompany surveys as defined in Geometric Geodetic the field notes. aw Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated 1-11.1(5) Corners and Monuments(RC) August 1, 1989 or comparable classification in Corner A point on a land boundary, at the future editions of said document.. juncture of two or more boundary lines. A aw The vertical component of all surveys shall be monument is usually set at such points to based on NAVD 1988, the North American TS_SERVER//SYS2\MAPS\83m\control\scn.doc (-11-5 2 May 2000 ,. art wr �r rr physically reference a corner's location on the requirements of the project, the original will be ground. recorded with the King County Recorder. Monument Any physical object or structure of If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, record which marks or accurately references: and the original or a photographic mylar thereof • A comer or other survey point established will be submitted to the City of Renton. by or under the supervision of an individual The survey drawings shall meet or exceed the ' ` per section 1-11.1(1) and any corner or requirements of WAC 332-130-050 and shall monument established by the General Land conform to the City of Renton's Drafting Office and its successor the Bureau of Land Standards. American Public Works Association wr Management including section subdivision symbols shall be used whenever possible, and a comers down to and including one-sixteenth legend shall identify all symbols used if each comers;and point marked by a symbol is not described at each use. '�" • Any permanently monumented boundary, An electronic listing of all principal points right of way alignment, or horizontal and shown on the drawing shall be submitted with vertical control points established by any each drawing. The listing should include the aw governmental agency or private surveyor point number designation (corresponding with including street intersections but excluding that in the field notes), a brief description of the dependent interior lot corners. point, and northing, easting, and elevation (if we applicable) values, all in ASCII format, on IBM 1-11.1(6) Control or Base Line Survey PC compatible media. (RC) Control or Base Line Surveys shall be 1-11.1(7) Precision Levels(RC) aw established for all construction projects that will Vertical Surveys for the establishment of bench create permanent structures such as roads, marks shall satisfy all applicable requirements of sidewalks,bridges, utility lines or appurtenances, section 1-05 and 1-11.1. M signal or light poles, or any non-single family Vertical surveys for the establishment of bench building. Control or Base Line Surveys shall marks shall meet or exceed the standards, consist of such number of permanent monuments specifications and procedures of third order am as are required such that every structure may be elevation accuracy established by the Federal observed for staking or "as-bunting" while Geodetic Control Committee. occupying one such monument and sighting Bench marks must possess both permanence and another such monument. A minimum of two of vertical stability. Descriptions of bench marks im these permanent monuments shall be existing must be complete to insure both recoverablilty monuments, recognized and on record with the and positive identification on recovery. City of Renton. The Control or Base Line 1-11.1(8) Radial and Station -- Offset rte, Survey shall occupy each monument in turn, and Topography(RC) shall satisfy all applicable requirements of Topographic surveys shall satisfy all applicable Section 1-11.1 herein. requirements of section I-11.1 herein. The drawing depicting the survey shall be neat, All points occupied or back sighted in legible, and drawn to an appropriate scale. developing radial topography or establishing North orientation should be clearly presented baselines for station -- offset topography shall an and the scale shown graphically as well as noted. meet the requirements of section 1-11.1 herein. The drawing must be of such quality that a The drawing and electronic listing requirements reduction thereof to one-half original scale set forth in section 1-11.1 herein shall be remains legible. observed for all topographic surveys. ,o If recording of the survey with the King County Recorder is required, it will be prepared on 18 1-11.1(9) Radial Topography(RC) inch by 24 inch mylar and will comply with all Elevations for the points occupied or back VW provisions of Chapter 58.09 RCW. A sighted in a radial topographic survey shall be photographic mylar of the drawing will be determined either by 1) spirit leveling with submitted to the City of Renton and, upon their misclosure not to exceed 0.1 feet or Federal review and acceptance per the specific u TS_SERVER//SYS2\MAPS\83m\control\scn.doc 1-11-5 2 May 2000 we �; Ilii +Ir1 rlt ;,,� irlt ww r�i Geodetic Control Committee third order relationship between the witness monuments and elevation accuracy specifications, OR 2) their respective corners shall be shown or trigonometric leveling with elevation differences described on the face of the plat or survey of determined in at least two directions for each record, e.g., "Tacks in lead on the extension of point and with misclosure of the circuit not to the lot side lines have been set in the curbs on exceed 0.1 feet. the extension of said line with the curb." In all other cases the corner shall meet the 1-11.1(10) Station—Offset Topography requirements of section 1-11.2(1)herein. (RC) All non comer monuments, as defined in 1- Elevations of the baseline and topographic points 11.1(5), shall meet the requirements of section shall be determined by spirit leveling and shall 1-11.2(2)herein. If the monument falls with in a satisfy Federal Geodetic Control Committee paved portion of a right of way or other area,the specifications as to the turn points and shall not monument shall be set below the ground surface exceed 0.1 foot's error as to side shots. and contained within a lidded case kept separate from the monument and flush with the pavement 1-11.1(11) As-Built Survey(RC) All improvements required to be "as-built" (post surface,per section 1-11.2(3). construction survey) per City of Renton Codes, In the case of right of way centerline monuments do TITLE 4 Building Regulations and TITLE 9 all points of curvature (PC), points of tangency Public Ways and Property, must be located both (PT), street intersections, center points of cul de horizontally and vertically by a Radial survey or sacs shall be set. If the point of intersection, PI, for the tangents of a curve fall within the paved „rt by a Station offset survey. The "as-built" survey must be based on the same base line or control portion of the right of way, a monument can be survey used for the construction staking survey set at the PI instead of the PC and PT of the for the improvements being "as-built". The "as- curve. built" survey for all subsurface improvements For all non comer monuments set while under should occur prior to backfilling. Close contract to the City of Renton or as part of a City cooperation between the installing contractor and of Renton approved subdivision of property, a the"as-builting"surveyor is therefore required. City of Renton Monument Card (furnished by All "as-built" surveys shall satisfy the the city) identifying the monument; point of requirements of section 1-11.1(1) herein and intersection(PI),point of tangency(PT),point of shall be based upon control or base line surveys curvature (PC), one-sixteenth comer, Plat made in conformance with all of section 1-11.1 monument, street intersection, etc., complete and 1-11.3(1)herein. with a description of the monument, a minimum The field notes for "as-built" shall meet the of two reference points and NAD 83/91 *W requirements of section 1-11.1(4) herein and coordinates and NAVD 88 elevation shall be submitted with stamped and signed "as-built" filled out and filed with the city. drawings which includes a statement certifying to the accuracy of the"as built". 1-11.2 Materials The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be 1-11.2(1) Property/Lot Corners(RC) dw observed for all "as-built"surveys. Comers per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter 1-11.1(12) Monument Setting and rebar 24 inches in length, durable metal plugs or Referencing(RC) caps, tack in lead, etc. and permanently marked All property or lot corners, as defined in 1- or tagged with the surveyor's identification 11.1(5), established or reestablished on a plat or number. The specific nature of the marker used other recorded survey shall be referenced by a can be determined by the surveyor at the time of ow permanent marker at the corner point per 1- installation. 11.2(1). In situations where such markers are 1-11.2(2) Monuments(RC) impractical or in danger of being destroyed, e.g., Monuments per 1-11.1(5) shall meet the the front corners of lots, a witness marker shall requirements as set forth in City of Renton be set. In most cases, this will be the extension Standard Plans page H031 and permanently of the lot line to a tack in lead in the curb. 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" ''4 5�`' _$ ��, s v :.. �. v s a Q, o r. x ,1'r s xn ^� 5 -R g a a'x` a r w € '""` c: S aim wK rY �, .. e._ .. „x„€..x..,. t .... <, rk..�,: ..b.�.,..,..+n.,x,.t..._ts°a.,�..�..n�.� :a,a.,.i.?.,� �. ��a a m� ,.€n: ,.x., ".re..r"�r,..,,�,����,x Fria ksr:� �n.Rt .",. ., C � .. aw i y wk ww Nome . .Jl ow wo � o CITY OF RENTON SURVEY CONTROL NETWORK Vertical Control 3rd Order, 1st Class North American Vertical Datum 1988 Meters 1w Horizontal Control 2nd Order, lst Class at North American Datum 1983/1991 Meters A 1"Printing January 1995 2"d Printing January 1997 Revised&Reprinted May 2000 TS_SERVER//SYS2\MAPS\83m\control\scn.doc Title 2 May,2000 � z TABLE OF CONTENTS SECTION I SURVEY CONTROL NETWORK DESCRIPTION.................................. i SURVEYING STANDARDS ............................................................1-11-1 MONUMENT CASE & COVER STANDARD PLAN.......................H031 SECTION II MAPS,DESCRIPTIONS &VALUES Section Index Map............................................................................... Index ' Section Township Range Page 13 T23N R4E WM..................................................................F2 14 T23N R4E WM..................................................................FI 24 T23N R4E WM..................................................................G2 25 T23N R4E WM..................................................................H2 36 T23N R4E WM...................................................................12 5 T22N R5E WM....................................................................J4 6 T22N R5E WMJ5 ................................................................... 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 WME5 .................................................................. 10 T23N R5E WM........................:.........................................E6 11 T23N R5E WM..................................................................E7 14 T23N R5E WM..................................................................F7 15 T23N R5E WM..................................................................F6 16 T23N R5E WM..................................................................F5 r 17 723N R5E WM..................................................................F4 18 T23N R5E WM..................................................................F3 19 T23N R5E WM..................................................................G3 as 20 T23N R5E WM..................................................................G4 21 T23N R5E WM..................................................................G5 22 T23N R5E WM..................................................................G6 29 T23N R5E WM..................................................................H4 30 T23N R5E WM..................................................................H3 31 T23N R5E WM...................................................................I3 32 T23N R5E WM...................................................................I4 29 T24N R5E WM..................................................................B4 31 T24N R5E WM .........C3 ......................................................... 32 T24N R5E WM..................................................................C4 TS_SERVER//SYS2\MAPS\83m\control\scn.doc Table of Contents 2 May 2000 CITY OF RENTON SURVEY CONTROL NETWORK The City of Renton Survey Control Network is the result of a three year project by the Technical Services Section of the Planning & Technical Services Division of the Planning/Building/Public Works Department and several private surveying firms working for the city. The purpose of this network is to provide an accessible common datum for all public and private projects within the city. Thus facilitating city wide infrastructure management and analysis and assuring compatibility between the various utility systems and system projects. This project started in 1992 with the formation of a Horizontal and Vertical Control Network Committee to prepare a plan for the development and maintenance of a Survey Control Network for the City. The committee members were: Robert Anderson PLS; Bush, Roed& Hitchings, Inc., Carrie Davis; Technical Services Section (Recorder), Abdoul Gafour; Utility Systems Division, Ameta Henninger; Plan Review Section, Development Services Division, Jae Lee; Transportation Systems Division, Robert Mac Onie; Technical Services Section (Chairman), Jon Warren PLS; Dodds Engineers, Inc., . Dennis Wegenast; National Geodetic Survey. The committee developed the standards, specifications and phasing for all ensuing work. .. All survey work meets the requirements specified by the Federal Geodetic Control Committee in Standards and Specifications for Geodetic Control Networks dated September 1984. The project was split into three phases: 1) monument recovery, 2) horizontal control and 3) vertical control. The monument recovery project was performed by Dodds Engineers, Inc., under the direction of Jon Warren PLS in 1992 and early 1993. This project identified existing Public Land Survey System corner monuments and other monuments (NGS, C&GS, King County, City of Bellevue, major intersections and those located near current and proposed capital improvement projects) important to the development of a survey control network. In most cases, street centerline monuments were selected for both horizontal and vertical control due to stability and maintenance considerations. The second and third phases ran concurrently during 1993 & 1994. The horizontal control phase was executed by Bush, Roed & Hitchings, under the direction of Robert +■ Anderson PLS, using Global Positioning Systems (GPS) technology per the Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning '■" Techniques dated August 1, 1989. This phase established NAD 1983/1991, Washington State Plane, 2nd Order, 1st Class, northing and easting values for 122 monuments in and TS_SERVER//SYS2\"S\83m\control\scn.doc 1 2 May 2000 ti around the City. Four NAD 1983/1991 National Geodetic Survey (NGS) high precision geodetic network (HPGN) monuments (BROWN, PT B 1962, HAFF and MUD MTN) controlled the GPS survey. All coordinates show are "Washington Coordinate System of 1983/1991,North Zone." The vertical control phase was performed by Triad Associates, under the direction of +rrr Brad Freeman PLS, using a Wild NA2000 automatic auto reading level and Star*Lev adjustment software. This phase established NAVD 1988, 3rd Order, 1st Class, elevations on 190 monuments in and around the City with 70 of these being horizontal control monuments as well. The leveling project was divided into seven primary interdependent loops connected at a minimum of two points with common benchmarks. Additional legs were run across the primary loops tying into two benchmarks at both ends. A total of 15 NGS benchmarks were part of the network, four of which were held in the final adjustment (NGS Archive Numbers SY0232, SY0162, SY0163 and SY0617) and provided substantial agreement (less than or equal to 5mm) with 5 others. The City, in 1995, will have reference points set for all Survey Control Network street centerline monuments not currently referenced. Over the next several years monuments in need of upgrade will be reset as part of an ongoing maintenance program or where capital improvement projects would likely disturb them. As an adjunct to the Survey Control Network the city has developed the enclosed Surveying Standards. Al Hebrank of Hebrank & Associates developed the first draft of these standards which were modified to require the use of the Survey Control Network for all public and private development projects within the city and define the responsibilities of the surveyor in the establishment of new monuments and their associated records. The standards have been reviewed by at least ten licensed surveyors for completeness and suitability. The City of Renton and its urban growth area lie between latitudes 47° 25' North to the south and 47° 32' 30" North to the north. In most cases the combined scale factor (elevation and grid scale) throughout this area can be treated as equal to 1.0000000. Table 1. shows the grid scale factors for each minute of latitude in the Renton area identified above. Please note that the relative accuracy for the grid scale factors is approximately 1 in 60,000 at 47° 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//SYS2\MAPS\83m\control\scn.doc H 2 May 2000 TABLE 1. LAMBERT CONFORMAL CONIC PROJECTION TABLE Washington Coordinate System of 1983/1991,North Zone for Renton Tabular. Grid Latitude Radius Difference Scale for P of Lat. Factor 470 25' 5807452.516 30.88355 1.00001659 470 26' 5805599.504 30.88353 1.00001310 470 27' 5803746.492 30.88352 1.00000970 470 28' 5801893.480 30.88351 1.00000638 470 29' 5800040.470 30.88350 1.00000315 470 30' 5798187.460 30.88349 1.00000000 470 31' 5796334.450 30.88349 0.99999693 470 32' 5794481.441 30.88349 0.99999395 470 33' 5792628.431 30.88349 0.99999105 The range of elevation in Renton is between 0 and 200 meters (0 and 656 feet). Table 2 shows the scale factor due to elevation. TABLE 2. r.i 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 �r. 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 ; 69. 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 R5E _ =' 16 T2 4N 18 T24N R5E ==:t�=F�4Pf- - _ ---- - 15 T24N R5E 14 T24N R5E 13 T24N R5E A5A6 fl 7 A8 23 T24N _:'==: 3 ?N..5E 19 T24N R5E _ SE 21 T24N R5E s Y2 T24N R5E 23 T24N R5E 24 T24N R5E KK -- _ _ 2 - _= B5 B6 B7 B8 26T - > >:---- _ -, NE 30 T24N 28 T24N R5E 7 T24N R5E 26 T24N R5E 25 T24N R5E C.i __ y - S .._. 6 C7 C8 35 4N R4 '`= it 4lT:----3' ' .:_-:::::. 32 T24 RS 35 T24N R5E 36 T24N R5E 4 2 T23N NE 1 T23N NE = hj' t=? 23N 5E 4 T2 E 3 R 2 T23N R5E 1 T23N R5E T 3 11 2 E5 fr 7 E8 12 T23N E O T23N 5E 8 .R5 9 T23N E 10 T N tQT R5E 12 T23N R5E as4 Sys s - A' Wu Yy' �v 5la6 7 F8 AG St 4 L 14 T23N R E 1a,T2m R E T23N R5E 16 T2 E 1 T23N R5E 14 T23N R5E 13 T23N R5E s s s« wor gats w� sw u St. JJ/'� �a �r 2 N 4 3 NE 1 23N 5E 20 T23 E 21 T23 22 T23N R5E 23 T23N R5E 24 T23N R5E Bata iA svoaa i.a 5.5 < w 5. 6Bt S H 8 t Y � H5 6 H7 T2 N R4E 2311 NE 30,r23 5E 29 23N 5E E 26 T23N R5E 25 T23N RS -_- nip s sl si n s4 _ e - 12 r 1 t1:3' 1718 % 35 T23 E 36 T23N NE 31 T2 R5E 32 T234 5E 33 T23N R 34 T23N 5E 35 T23N = - 36 T23N R5E J2 3 T22N R4E 1 T22N R4E T22 R5E 5 TZ2N 95E 4cT2214 R5E #T2R5E CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS INDEX 9 T23N R5E NE 1/4 Ow -,.902 +23 ------- .4 9 1 0 K33 Lj �03—+J* 1 X77 11578 157Q_ -ftt �7 +903 157 �2338 +1 i 8 A-LA+ 60 +1579 580+ 591 + 323 233 _13Q3 + 614 f7i.4-8AB ci -E - I.L - �+� - ? i"� IS + +1f7 12627 280 --280!+ 573+!-- JAQT T-:A 2_-2629- W 2 213+ + r:fih P+2475 k + 9 167 1583+ 616+ rtr -j J+.5 14 + 90-1 ME rI \\�Z i F-11-71 T 7- --287"5 ! 2873+— + + Ole + -Ti . .1 U., 1+892 10-73 +L 235 + + 7 X� k1 —.-......i +j1538 21 722+!---- �., ', -. -- "I / I 89 1 k \ I -—, .1 1 + 69 + ++ 2334 -P3�4- + 537--- T LQ) +--8.9- J ch 23 + 7 585 + 7— i t3 f ut) Z 891++-242j-' # 10.91- Z 8 H584 810 2424 + .242��) 1--i 2+' ; +1536 L -502 N-E 1-5 rrli +1586 1305+ , I j I � i � , FS Y65+FS - 16 T23N RM NE 1/4 LEGEND_ CITY OF RENTON 1111 SURVEY CONTROL NETWORK Horizontal & Vertical 2222 MONUMENTS & BENCHMARKS 19 Horizontal Only ti TECHNICAL SERVICES 3333 O ® PLANNING/BUILDING/PUBLIC WORKS Vertical Only 02n4/00 Monument 0 450 900 ___ Renton City Limits E 5 owl i --T,34W 9 T23N R5E SE 1/4 SECTION 9 T23N R5E W.M. qPP 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 806 Location: Found 2"disc with punch mark on a 4"x 4"concrete monument ase at ,Y intersection of NE 10th St. and Union Ave NE ��j a` .I e Monument: 2 IN BRASS, PUNCHED DISC ON 4 IN X4 IN POST 0.25' BELOW RIM OF 10 IN MON. CASE NORTHING: 56389.156 EASTING: 399705.708 ELEVATION: 1502 N 1/4 Corner 16 T23N R5E 4 Location: Found a 2"flat brass disc with a punch mark in a 4"diameter pipe filled with concrete down 0.6' in a monument case at the constructed centerline of NE 4th Street& Monroe Avenue NE. See City of Renton monument reference card number 98 and 1502. Monument: 2 IN BRASS DISC W/PUNCH ON 4 IN CONC FILLED PIPE, IN CASE, DN. 0.6' NORTHING: 55202.256 EASTING: 398907.471 ELEVATION: 104.057 1503 NW Corner 15 T23N R5E Location: Found a 1/8" copper pin in a concrete post monument down 0.7' in a monument case at the constructed intersection of NE 4th Street& Union Avenue NE. Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 0.7' NORTHING: 55189.601 EASTING: 399714.506 ELEVATION: 122.231 no rr E5-3 SECTION 9 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters rrr 1843 o► Location: Found a 1/8"brass pin in a 4"x4"concrete post monument(with broken edges) down 1.1' in a monument case at the constructed intersection of NE 12th Street&Monroe Avenue NE (to the north). WW Monument: 1/8 IN BRASS PIN ON CONC MON, IN CASE, DN. 1.1' to NORTHING: 56815.122 EASTING: 398957.514 ELEVATION: 129.585 aw 1848 Location: Found a 11/2"flat brass disc with a punch mark on a 4"x4"concrete post to monument down 0.4' in a monument case at the constructed intersection of NE 8th Court& Union Avenue NE. Monument: 1-1/2 IN BRASS DISC W/PUNCH ON 4 INX4 IN CONC MON, IN CASE, DN. +rr 0.4' NORTHING: 55989.266 EASTING: 399708.634 ELEVATION: 125.359 1889 Location: Set PK nail 225 feet east of intersection Northeast 10th Street and Olympia Avenue Northeast. Monument: PK NAIL IN AERIAL PHOTO PANEL NORTHING: 56303.414 EASTING: 399170.187 ELEVATION: 130.434 r r. rrr E5-4 1W CITY ENGINEER'S OFFICE RENTON, WASHINGTON 1j oil MUNICIPAL BUILDING 200 MILL AVENUE SOUTH RENT N.WASHINGTON 98055 - 235-2631 MONUMENT TIES STCH REFERENCE TIES �j FIELD BOOK PAGE DATE MADE BY 7-1111 C10f� v,G, I �P.T Curb h'ztu;-N i MSN NZ 5 3y�8 Ito i Q, p% CardN-e turAl j DES CRI DED BY. . . . . irw do as w 10 T23N R.5E NW 1/4 220 1+1 NE .st ow 1184 1 + k2 + 221 + f 29 -T- �901 2919- F J8 + + SE I 121s Tr 2r +-590- ! N t, 28711 2889" - 8 7-5 i 281��- ,, 1* +,�885 + �+ t + -*2'8 7C L F- 4--28-7-2��, LI 84 269Z��2A9.6- +28 \+ 8 + +2-895 17 F90'y +Z538 N E 6 hi 2886 +2334 + 89 28WD u + 2090 8 "Ic i8-9 8 1 ��l �Lo ��8j88OLZ ---I + + 89 + + 8-7-9 81Q 2891 ++ 2878 Z 28; hi CIL 1 ----------Ed ---1+1536 --------- R IX S 285.4 L - I L •A------ 1--.. Cd L 1-503: lhti� +467 179F37 r4 F6 • 15 T23N R5E NW V4 LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontal & Vertical 2222 MONUMENTS & BENCHMARKS 8 Horizontal Only TECHNICAL SERVICES 3333 WORKS Q Vertical Only +®• PLANNINGBUII.DING/PtJBLIC02/14/00 marxKnent • 0 450 Renton City Lifffts E 6 10 T23N R5E SW 1/4 1�F SECTION 10 T23N R5E W.M. > .x 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1851 Location: Found a 3-1/2"domed brass disc with a punch mark on concrete street surface at the constructed intersection of NE 4th Street(SE 128th Street) & 140th Avenue SE. Monument: 3-1/2 IN BRASS DOME W/PUNCH ON CONC ST. SURFACE NORTHING: 55162.396 EASTING: 400507.882 ELEVATION: 121.478 1852 NW Comer 14 T23N R5E Location: Found a 3"flat brass disc on concrete street surface at the constructed intersection of NE 4th Street(SE 128th Street) & 148th Avenue SE. Monument: 3 IN BRASS DISC ON CONC ST. SURFACE NORTHING: 55139.675 EASTING: 401307.305 ELEVATION: 138.614 1894 Location: Found 6" monument case at intersection of NE Sunset Blvd. and Union Ave NE Monument: MON. IN CASE NORTHING: 56890.539 EASTING: 399704.559 ELEVATION: 1907 Location: Chiseled sq. S.E. corner of concrete base for mailboxes on west side of 142nd Ave. SE (Hoquiam Avenue NE)opposite House No. 12014. Monument: CHISELED SQ SE COR MAILBOX CONC BASE NORTHING: EASTING: ELEVATION: 144.070 E6-3 ■ri SECTION 10 T23N R5E W.M. ■r 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1937 Location: Scribed"X" in back of concrete walk marked "ESM 1411", north side of N.E. 4th Street at west boundary of Windsor Apts. Monument: SCRIBED [X] BACK OF CONC WALK NORTHING: EASTING: ELEVATION: 123.055 +err 2090 Location: 2" brass surface monument at centerline P.T. 138th Avenue S.E. approx. wr 1500' north of intersection of 138th Avenue South and S.E. 128th Street. Monument: BRASS SURFACE DISC r NORTHING: EASTING: ELEVATION: 122.342 2101 Location: Found a 1/8"copper pin in a concrete post monument down 1.5' in a monument case at the constructed intersection of SE 120th Street& 148th Avenue SE. .r Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 1.5' +lir NORTHING: EASTING: ELEVATION: 156.060 2119 Location: Found brass disk in road surface at the intersection of SE 128th St. & 142nd Ave. SE Monument: BRASS SURFACE DISC VW NORTHING: EASTING: ELEVATION: 129.972 ,• E6-4 +�r ttIIII � ." �' :fir- a �, ,.� a+ `*?,.`� - � +x�ry .zx�' �r , ''" �` . � _.� ` � �t "•�,�' �� ? ,5 . . � ��,'�" �� ��r";,} Vie,� zt 0. �9 7 � I k � 4 � fix 6 Yi � � l � I t t � � xtIIIItIIIttItI i 4 � Cyt , C - � 7 ,s ° 3 d - FF ; Y Sc r i �F t r r CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Aw TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE: ADDRESS: PERMIT : PHONE E—MAIL ADDRESS: MOB./CEL. : ( ) CONSTRUCTION SUPERINTENDENT: FAX ( ) PROJECT NAME: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: 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 wr 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. tier 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, �r AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH —NORTH— rw aw +rrr OFFICE COPY T— I have been informed of my responsibilities for traffic control and CONTRACTOR agree to comply with oil traffic regulations of the City of Renton. DEV. SERVICE, INSPECTION K. KITTRICK/P. MILI.ER/K. GLASBY DEV. SERVICE. PLAN REVIEW 1t DOISOII/A.HMINGER/d UAN/R.YORENO SIGNATURE: DATE: POLICE KENT CURRY/CLARK WILCOX FIRE DAVID PARGAS/STA. /t7 rt\w:siOMa\MAPiSPma.TAT\OPrsLRunO\,xv.\rorcc DW*111�s\T.oesc tetrad Pj0n\jC;)f ni.d.q SII representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A36.050 Reckless Endangerment,and other applicable State and City codes. w I certify I am responsible for the project and the responsible parry 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: WORK ADDRESS: rr .�w WORK PHONE: WASHINGTON STATE DRIVERS LICENSE NUMBER: CATraffc OperationsUraffic Control PlanVcpfonnl.doc +r MW or No rrr aw or W ' I NE 6th St za� ° NE 5th Ct NE 5th PI I z NE 5th St Q .�. c 0 o' 60' Traffic Control Plan *� N I Union Ave NE / Duvall Ave NE Scale: 1" = 60' Storm System Repair Project Ow rr W z Q � � 0 +r I I s 483 Duvall we Ave NE ° w � 7 L (6 +rr o' 60' Traffic Control Plan fieN I I Union Ave NE / Duvall Ave NE Scale: 1" = 60' Storm System Repair Project ow � � Q CONSTRUCTION 11111 '1 vW ar A50p' 5 ObF°f 0' f W20-1 r-500 W20-2-500 W20-3r-500 W20-3s-500 W20-4r-500 W20-5L-500 - y E 5an, OR 71x1 ` W20-5R-500 W20-7a W20-7-500 W21-1 W21-1a W21-1b ALL SIGNS SHOWN ABOVE CAN BE ORDERED WITH ANY OF THE FOLLOWING MESSAGES: EXAMPLE: If you wanted a sign that read 500 FT AHEAD "DETOUR 1000 FT" 1000 FT 1/2 MILE you would need to order a 1500 FT W20-2-1000 r1r Am ur" o 0 •DE � W21-2 W21-3-500 W21-4a W21-4r-500 W21-5 W21-6 11111 -S �.. 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Looking north at sign, fence, utiltiies i Vw + wr Looking east at sign Union Ave NE Area Page 3 A , t t F � '•+*'+mK. a �.3:.aw+:Mw•Y`ra .7v ll�.. .H-:...... " Looking southeast at sign, utilities x NkA I irr V ' �` -,.:> 5 �, 2`.i< _zz '+?,,.,,•,,l -'�',"�,. sir a.,.�`� '4•L"ry�,^ i _b R ""^''�'`'f`'-"sa�r..x. .*.''"�.�x r '`}+»`, ,�,� 'v;�� �:.,,♦prC;`"'#�*.�4�t�.k'� .� ,.�' ^'Y ��' vi 'C Looking southeast at sign, utilities, plants, etc � c r r, ' „ui Xy 5 77 T t F , �3 ^20, �'y Y da M Y a • ,'1 ydt r v +rr. Duvall Ave NE Area Page 1 Looking north, light pole, sidewalk fit ....� tit AW v y , r t ya =v & 7� t a mow 10 2-1 06 Oo 0 Looking north, ex. CB-2 451 . -- approx. pipe loc. r � . Duvall Ave NE Area Page 2 Looking south u � , �g ke, �' ; .� er, No 011' Looking west rs X e NLS yr e r. rr rr .r Duvall Ave NE Area Page 3 Looking south, power conduits over ex. pipe, YC ex.C B-2A WO AIgdt 4& p y h r 'fY'v y.. yr •r 4' x 440 AZZw . aw ,aa rr Looking west, power conduits over ex. pipe w^ �, _., .y fir• .e. aI1L r� Duvall Ave NE Area Page 4 Looking north, daycare sign SFr£ r" < Prwsoh R Childcare r� 1nts - 13 yrs ` . 5-254-1346 - x;= iil Q L Y'. i im Y Looking west, daycare sign lob E w- ,ire a OK a ,.. � .�.,; 7F�,,,..,._ ter. �,�i.fi.r. ., . ... ��s ,.. t"'H'r a".':m.:i•n.,..-*,..r. �^�` , .r..... +r Duvall Ave NE Area Page 5 Looking south ex.CB-1 to ex. CB-2 4 rz�= f appr+ox. pipe loc. k ra q � yr44 Looking south k south end of project, sidewalk sl �x. Ex:C B-1 w�3 err ., � 1 i err irr wrl * g s 11 z:+;#,�a� ...,,Fnr'E.rw.+ ef. 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T �j 4. �" r � # £ # # � Xq x x v i rs UWAMM" s x a "'I'�","I" '� '�o�;�5t�'f�-',�,,-�A- -il,,r� '�i W;1,1`I�"A'ltl-,4I�1`1W11-11h�yI 3 3" 9 - S ��,JVf k Y' i '�"i4 h"dtFtt '' ,�„ nS '" S j4}"ty.� +kms 5�` .. -!i` 4 3 . 4maiY � 3• _ Soh 4 •'4 qq Y y W d', M WY I �s w a,r , .� x £ `; a """,,7tfo 1n" :TA4"W"K�:Y"%jyKA -A. r fim r� z ` -`z .' q c # ,s _ # 4# r jW �TY � s �.F Mx owmanto ' � J ' ` AT Itmw�_Swm, lwa,-n��_i �Z?Qin�, " T"-� 6 _ W `d F n�: Ki y } R 3 S'9 t _ }� .Ss S "'A",- # g • - Ff,. 3` u "t k fi T ow 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS.USE STAPLES,WIRE RINGS,OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 254'BY 14 Ga.WIRE OR y EQUIVALENT,IF STANDARD m 3 STRENGTH FABRIC USED FILTER FABRIC �— N _ 6'MAX. MINIMUM 4'x4'TRENCH `v BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL TO 8'IF WIRE BACKING IS USED 2'x4'WOOD POSTS,STEEL FENCE POSTS,REBAR,OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW.A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. AOS(ASTM 04751) 3D-SOOSIEVE SIZE(0.60-0.15MM)FORSILTFILM 50-100SIEVE SIZE(0.30-0.I5MM)FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D491) 0.02 SEC^-1 MINIMUM . GRAB TENSILE STRENCHT(ASTM D4632)- 180 LBS.MI N.FOR EXTRA STRENGH FABRIC ow 100 LBS.MI N.FOR STAN DARD STRENGHT FABRIC GRA B TENSI LE ELONGATION(ASTM D4632)30%MAX. ULTRAVIOLATE RESISTAN CE(ASTM D435S)170%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST wa SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED,THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED,THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL 00 THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND 11111 THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS,REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC(GEOTEXTILE)HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. ow ti�Y o STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2008 Irw rr. y QK 3 2 3 o STANDARD STRENGTH GRATE FILTER FABRIC CATCH BASIN NOTES 1. CONDITION OF USE 1.1. SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA,UNLESS THE RUNOFF THAT ENTERS THE CATCHBASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. to 1.2. MAY BE USED ANYWHERE AT THE APPLICANT'S DISCRETION TO PROTECT DRAINAGE SYSTEM. 1.3. THE CONTRIBUTING DRAINAGE AREA MOST NOT BE LARGER THAN 1 ACRE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FILTER FABRIC IS ONLY ALLOWED WERE PONDING WILL NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT IF THE CURB IS OVERTOPPED BY PONDED WATER. 2.2. THE PLACEMENT OF A FILTER FABRIC UNDER GRATES IS GENERALLY PROHIBITED AND THE USE OF FILTER FABRIC OVER GRATES IS STRICTLY LIMITED AND DISCOURAGED. 3. MAINTENANCE STANDARDS 3.1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY.SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. to �I im Will ti�Y o STD. PLAN - 216.20 + PUBLJC WORKS FILTER FABRIC PROTECTION DEPARTMENT MARCH 2008 rA1DRAINAGE GRATEwo M i GRATE FRAME z SEDIMENT AND DEBRIS d OVERFLOW BYPASS " :. BELOW INLET GRATE DEVICE FILTERED ° WATER : o ; e• SECTION VIEW DRAINAGE GRATE -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) I yY BELOW INLET GRATE DEVICE OVERFLOW BYPASS(fYP.) ✓ ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure It will service. 2. The BIGD shall have a built-In high-flow relief system(overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance In accordance with Standard Specification B-01.3(15). ti`�Y o STD. PLAN - 216.30 PUBLIC WORKS CATCH BASIN FILTER i DEPARTMENT 'P� p$ MARCH 2008 rr ..I N Y } Z Q� K D FRAME AND VANED GRATE PIPE ALLOWANCES MAXIMUM aw - - PIPE MATERIAL INSIDE DIAMETER .jA •?�. 1A 2p, REINFORCED OR 12• PLAIN CONCRETE y 6. ALL METAL PIPE 15" 5 CPSSP* 12" (STD.SPEC.9-05.20) 6"OR 12" SOLID WALL PVC 15" (STD.SPEC.9-05.12(1)) PROFILE WALL PVC 15" ONE#3 BAR HOOP FOR 6"HEIGHT (STD.SPEC.9-05.12(2)) TWO#3 BAR HOOPS FOR 12"HEIGHT *CORRUGATED POLYETHYLENE STORM SEWER PIPE M RECTANGULAR ADJUSTMENT SECTION YIIII 26 b) l`'���0 orFsl �Pl a NOTES #3 BAR EACH CORNER N 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION,fibers(placed according to the Standard Specifications),or r #3 BAR EACH SIDE wire mesh having a minimum area of 0.12 square inches per foot shall TOP AND BOTTOM be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the a ONE#3 BAR knockouts. ACROSS BOTTOM +il 2. The knockout diameter shall not be greater than 18". Knockouts shall PRECAST BASE SECTION have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed,fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The tilt frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor,and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. Irli #3 BAR EACH CORNER 7. All pickup holes shall be grouted full after the inlet has been placed. 16"MIN. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION w .r ti'tY O STD. PLAN - 200.30 +A "� PUBLIC WORKS CONCRETE INLET �.LNTa� DEPARTMENT MARCH 2008 +ww Z U 0 CATCH BASIN FRAME AND VANED GRATE(DETAIL 204.00) m HANDHOLD 11W RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION `D GROUT,TYPICAL(SEE NOTE 5) w U Z FLAT SLAB TOP Q Z w Z � o O u 48',54',60',72',84'OR 96' MORTAR(TYP.) b n STEPS R LADDER 0 Z MORTAR FILLET• - REINFORCING STEEL(TVP.) \ N • GRAVEL BACKFILL FOR 12 � PIPE ZONE BEDDING SEPARATEBASE INTEGRALBASE CAST-IN-PLACE PRECAST WITH RISER 'O'RING 12' GRAVEL BACKFILL FOR 6= PIPE ZONE BEDDING CATCH BASIN DIMENSIONS SEPARATE BASE 41111111 PRECASTCATCH MINIMUM BASE REINFORCING STEEL BASIN WALL BASE MAXIMUM KNOCKOUT DISTANCE in2/ft.IN EACH DIRECTION THICKNESS SIZE BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE DIAMETER THICKNESS 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8' 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12' 84" 12" 0.39 - 0.29 NOTES PIPE ALLOWANCES 1 No steps are required when height is 4'or less. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN SOLID PROFILE 2 The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETE METAL CPSSP WALL WALL 3 0 PVC2Q PVC Q The rectangular frame and grate must be installed with the flange down. 48" 24" 30" 24" 27" 30" 4. The frame may be cast into the adjustment section. 54" 30" 36" 30" 27" 36' Knockouts shall have a wall thickness of 2"minimum to 2.5"maximum. Provide 60". 36" 42" 36 36" 42" Ili a 1.5"minimum gap between the knockout wall and the outside of the pipe. After 72" 42' 54" 42" 36" 48" 5. the pipe is installed,fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 84 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" All grade rings, risers, and castings shall be set in mortar in accordance with C Corrugated Polyethylene Storm Sewer Pipe(Std.Spec.9-05.20) Standard Specification 9-04.3. O(std.Spec.9-05.12(1)) C3)(Std.Spec.9-05.12(2)) ti`�Y o PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN -. 201.00 ��- % DEPARTMENI' FNT� MARCH 2008 wr rl�lr � 15'(typ)see note 1 m 4"DIAMETER SMOOTH 4 hook clamps evenly i BARS EQUALLY SPACED placed see detail below (4"O.C.MAX.) 0 A t A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with flanges/ bolts and provide locking mechanism(padlock)on lower end. Locate steps directly below. PLAN VilEW NTS va'DIA.SMOOTH ROUND BARS LOWER STEEL BAND x 4"WIDE WELDED EQUALLY SPACED. FORMED TO FIT ON GROVE BARS SHALL BE WELDED TO OF C.B.RISER UPPER&LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) 24" UPPER STEEL SEE BAND 39"X 4'—� NOTE 1 WIDE TYPE 2 CB STANDARD GALVANIZED STEPS OR LADDER 45e SMOOTH VERTICAL BARS C.B.RISER SECTION A-A NTS HOOK CLAMP CNCHORED TO C.B.RISER I11ETA1L HOOK CLAMP t NTS NOTES: J1111111111 1.Dimensions are for illustration on 54"diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical"bars and 7"O.C.maximum spacing of bars around lower steel band. 2.Metal parts must be corrosion resistant;steel bars must be galvanized.The use of steel is prefer. 3.This debris barrier is also recommended for use on the inlet to roadway cross-culverts with high potential for debris 41111111 collection(except on type 2 streams) 4.This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way to �zY o PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 � o� DEPARTMENT MARCH 2008 1r N Y aK S m Z 3 TMAYBE REMOVED T PLAN VIEW 3/4'DIA.SMOOTH BARS WITH ENDS WELDED TO BAR FRAME ---{ B O.C.MAX. 3/4"DIA, I AR SPACING BAR-FRAME END VIEW 2"X5'ANCHOR STRIPS WELDED TO 3/4'DIA.BAR-FRAME(4 PLACES)SPACED UNIFORMLY,FASTEN WITH 12'GALV.OR NON-CORROSIVE BOLTS&NUTS. 1'MIN LTr� o 3 3 11M 1 T / 3 24 -5:FOR 18'DIA. J/ 5'-8'FOR 24'DIA. PIPE BEVELED PIPE 7-g FOR 30 DIA.AND GREATER COUPLING END SECTION SIDE VIEW NOTES: 1. CMP'end-section shown 2. All steel parts must be galvanized and asphalt coated(Treatment 1 or better). 'or CPEP smooth interior 1111 ti`�Y o PUBLIC WORKS DEBRIS BARRIER STD. PLAN - 223.10 � o$ DEPARTMENT FOR CONCRETE PIPE MARCH 2008 r RADIUS POINT OF SIDEWALK RAMP AND CURB RETURN m' I \ I RAMP CENTERLINE� \ C 2'.g" 0 3/8"EXPANSION JOINT(TYP.) ^. (SEE NOTE 6) DETECTABLE WARNING B PATTERN(TYP.) O. (SEE DETAIL) Q OPTIONAL CEMENT _ CONCRETE PEDESTRIAN n, CURB(SEE STD.PLAN 101) �/ I 0, Y c iL \ Q A RAMP CROSSWALK - �J @( A J A .111 I �g MIN. MAX. \� A 1 5/8" 2 3/8" FACE OF CURB -� 'OO i B 5/8" 1 1/2" PLAN C 7/16" 3/4" f PLAN VIEW o�� _ C D 7/8" 1 7/16" SINGLE SIDEWALK RAMP TYPE 2 LAYOUT AND RELATIONSHIP TO CROSSWALK �= THIS PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR VARIES: 2'-6"toF DETECTABLE WARNING PATTERN DETAIL VARIES: 7'-0"to E VARIES: 7'-0"to E RAMP RAMP d RADIUS AT FACE E F 1 6" 6" 1 OF CURB 73/8" 20 FEET 10'-4 3/4" 3'-8 1/2" (SE EXPANSION JOINT(TYP.) LANDING (SEE STD.PLAN 102) 30 FEET 8'-11 1/2" 3'-2 1!4" SECTION O 40 FEET 8'-4 1/2" 2'-11 3/4" 50 FEET 8'-0 3/4" 2'-10 1/4" 60 FEET T-10 1/4" 2'-9 3/4" 70 FEET T-8 3/4" 2'-9" 80 FEET T-7 1/2" 2'-8 3/4" 90 FEET 7'-61/2" 2'-81/4" 100 FEET 7'-6" 2'-8" DIMENSIONS AT FACE OF CURB INTERMEDIATE RADII SHALL BE INTERPOLATED For NOTES see sheet 106 ISOMETRIC VIEW STD. PLAN — 106.1 PUBLIC WORKS SINGLE SIDEWALK RAMP W_NM*vo $ DEPARTMENT TYPE 2MAY 2009 Ar air 6 1•-0" IN.6" SIDEWALK 12' VARIES:5'-6"MIN. 1/2"R. LEVEL 1"R. v 1/2"R(TYP.) CURB NOT 4" 5•(��p NINCLUDED a 2%MAX. IN BID ITEM •° . D 'SEE RAISED 1/4"PREMOLDEO EDGE DETAIL JOINT FILLER NOTE EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CEMENT CONCRETE SIDEWALK RAISED EDGE DETAIL WITH RAISED EDGE VARIES z 1 SIDEWALK MAY BE ADJACENT - SLOPE ROUNDING TO A WALL(SEE DETAIL) (WHEN SPECIFIED) - p .� SIDEWALK BUFFER STRIP B• VARIES;S'-0"MIN. 5'-0" D••�'D ,?;PTO 1R"R.(TYP.) CURB NOT INCLUDED _2%MAX._ IN BID REM ©CONTRACTION JOINT i CEMENT CONCRETE SIDEWALK ADJACENT TO BUFFER STRIP WALL OR BARRIER SIDEWALK VARIES SIDEWALK MAY BE ADJACENT 1/2"R. SLOPE ROUNDING TO A WALL(SEE DETAIL) (WHEN SPECIFIED) SIDEWALK VARIES:5'-6"MIN. CURB NOT JOINT FILLER DED 12"R.(TYP.) INCLUDED JOINT FILLER r,21 2%MAX._ IN BID ITEM PRE MOLDED SIDEWALK ADJACENT TO WALL JOINT FILLER DETAIL CEMENT CONCRETE SIDEWALK ADJACENT TO CURB 5"O+ G BROOMED FINISH "O+ 4"WIDE,SMOOTH O+ 5 E TROWELED PERIMETER ' 0 5 G "CEMENT CONCRETE CURB NC TR NCLUDEAND D NEBID REM SHOWN) E -4� milCoNrw.cnoNJahr SIDEWALK ONLY FULL-DEPTH PREMOLDED "�.YEXPANSId JO NT IN BOTH CURB AND JOINT FILLER §mEWALK(SEE STD PLAN 101.1) EO EXPANSION JOINT MWINT AND FINISH a o DETAIL NOTE:Access lids or covers will not be permitted in the sidewalk surface. See Std Plan 102.1. 'CY �O+ PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102 DEPARTMENT SIDEWALK MAY 2009 wr FSO sir + FACE OF CURB 6' CEMENT CONCRETE 1/2"R. 1"R SIDEWALK RAMP 6 1/2" VARIES OR LANDING 51/2' 1' FROM p 6"TOO D . 1/2"R. 1"R. 1:24 MAX. 6" D / TOP OF ROADWAY 1/4"PREMOLDED JOINT FILLER p ° CEMENT CONCRETE p D PEDESTRIAN CURB p p AT SIDEWALK RAMPS AND LANDINGS 1'-6" FACE OF ADJACENT CURB CEMENT CONCRETE 61/2" TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET wilt FACE OF ADJACENT CURB 1:24 MAX. TOP OF 6 1/2" FLUSH WITH GUTTER 1" 1/2"R. ROADWAY PAN AT SIDEWALK RAMP ENTRANCE T D p 1:12 MAX. 1:24 MAX. D D p TOP OF D' 1/2"R.//—ROADWAY D p D DD DEPRESSED CURB SECTION D D p D AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS 61/2* 51/2" 1" 1/2"R. TOP OF ROADWAY p FACE OF ADJACENT CURB D GUTTER SURFACE to 1"R. D D • 1 R.D CEMENT CONCRETE " D D • p D TRAFFIC CURB •pD ' D D D DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Curbs not constructed to these sections as dimensioned will not be accepted by the owner. 3. For Depressed Monolithic Driveway Curb&Gutter Section,see Standard Plan 104.2 Le Y o STD. PLAN - 101 + PUBLIC WORKS CEMENT CONCRETE CURBS r �� DEPARTMENT JUNE 2009 iw im r�r (10 EXISTING ASPHALT 2.0' MIN. NEW CURB PAVEMENT & GUTTER (SEE NOTE 2) w SAWCUT (SEE NOTE 2) qw a. d a. r�r ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT, 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN 101 FOR CEMENT CONCRETE CURBS. PUBLIC WORKS CURB AND GUTTER STD. PLAN - 103 DEPARTMENT REPLACEMENT DETAIL il�r A�,.to MAY 2009 rrlr BID ITEM(INCLUDES SIDEWALK RAMPS) RAMP(VARIES) VARIES:20'MIN.(SEE NOTE 7) RAMP(VARIES) &MIN.-15'MAX. 6'MIN.-15'MAX. 10 LF OF PAVED DRIVEWAY REQUIRED 3/8"EXPANSION JOINT(TYP.) CEMENT (SEE STD.PLAN 102) CONCRETE SIDEWALK Q Q Q � � O N Nv SEE NOTE 7 CEMENT CONCRETE RAMP WITH 12H:1V B CURB&GUTTER SLOPE(TYP.) (SEE NOTE 3) 3/8"CONTRACTION JOINT(TYP.) (SEE STD.PLAN 102) PLAN VIEW (TYPE C3 SHOWN,C1&C2&C-MAX SIMILAR) (SEE NOTE 9) RAMP(VARIES) VARIES:20'MIN. RAMP(VARIES) 6'MIN.-15'MAX. (SEE NOTE 7) &MIN.-15'MAX. SEE NOTE 8(TYP). as 'v v 10"MIN. 10'MIN. 10"MIN. CEMENT CONCRETE 3/8"EXPANSION JOINT(TYP.) SIDEWALK (SEE STD.PLAN 102) SECTION OA arr 1/2"R(TYP) SIDEWALK WIDTH VARIES_ 2%MAX go 10"MIN. DRIVEWAY SEE DETAIL ON STD PLAN 104.2 \c2 SECTION CEMENT CONCRETE CURB&GUTTER to (SEE NOTE 3) 10 LF OF PAVED i{ 1 1 ON DRIVEWAY REQUIRED lia DEPRESSED MONOLITHIC 3 CURB&GUTTER CEMENT DETAIL,SHEET 104.2) CONCRETE T4 , SIDEWALK i TYPE C2-ISOMETRIC VIEW (30'WIDE COMMERCIAL) For NOTES see sheet 104.2 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PLAN - 104 DEPARTMENT ENTRANCE - TYPES C1, C2, C3, and C-MAX MAY 2009 im iss 02 0 CEMENT CONCRETE ' CURB&GUTTER (SEE NOTE 3) ti 10 LF OF PAVED =s � DRIVEWAY REQUIRED CEMENT DEPRESSED MONOLITHIC CONCRETE � ��"C11R8 8 GUTTER SIDEWALK � � (S DETAIL THIS SHEET) im TYPE C2B-ISOMETRIC VIEW (30'WIDE COMMERCIAL,WITH BUFFER) r° +til) NOTES 1. When a Type R1 or R1B(residential)driveway width exceeds 15 feet,construct a full depth expansion joint with 3/8"joint filler FACE OF CURB along the driveway centerline(see std.plan 102). Construct SEE© SEE DEPRESSED CURB DETAIL expansion joints parallel with the centerline as required at 15' CONTRACTION JOINT s 1 Z" ON THIS SHEET maximum spacing when driveway widths exceed 30'. STD PLAN 102 51r1" 1. � 12"R. TOP OF 2. See std.plan 102 for sidewalk details. N ROADWAY 3. Curb and gutter shown,other curb designs may be specified. 'A See std.plan 101 for curb details. 4. Avoid placing drainage structures,junction boxes or other obstructions in front of driveway entrances. 1'-s" V-s• 5. The engineer will design all driveways to include elevations at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol"X". All elevations are at the driveway JOINTS SHALL BE FULL DEPTH finished surface. DEPRESSED MONOLITHIC CURB&GUTTER DETAIL as 6. Driveways not constructed as dimensioned will not be accepted by the owner. 7 a. Width of Type C1/C1B and alley entrances shall be 20'-0". Width of Type C2/C2B(2-lane commercial)entrances shall be 30'-0". Width of Type C3/C3B(3-lane commercial)entrances shall be 38'-0". The expansion joints(see std.plan 102)shall FACE OF ADJACENT CURB be spaced as shown in the corresponding isometric view. b. Maximum width of Type C-MAX or C-MAX with Buffer GUTTER SURFACE (Industrial,Warehouse,and Shopping Center uses only)shall be 50'-0"but shall not exceed 40%of the street frontage. The 1"R. expansion joints(see std.plan 102)shall be spaced as shown ° D in the corresponding isometric view. D D 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Public Rights of Way Access Guide(PROWAG). •pD D• D D 9. Curb returns for any Type C-MAX Driveway may be approved on a case-by-case basis. DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS,AND ALLEYS Driveway Example: TYPE C1 B R=Residential, C=Commercial , Number of Lanes, (MAX=4 Lane Commercial) B=Buffer(Planting Strip), Blank=No Buffer i + + PUBLIC WORKS CEMENT CONCRETE ENTRANCES - STD. PLAN — 104.2 DEPARTMENT NOTES AND DETAILS MAY 2009 sir 1 1 MIN FVARIES— MIN MIN MIN +1rr rc ' 2" HMA OR ACP CLASS '8'--/ FACE OF CURB OR EDGE OF PAVEMENT TRAFFIC FLOW CENTER LINE OR 2" TO 6" HMA OR ACP CLASS 'B' LANE LINE 6.5' MIN. 2" DEPTH OF rr GRIND OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 1' 1' VARIES -{ 1 1' DEPTH OF EXISTING PAVEMENT MIN MIN I MIN MIN ................_................. rt HMA OR ACP CLASS 'B' (SEE NOTE 2) 2" HMA OR ACP CLASS 'B' 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR, 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR-4000W. CRUSHED SURFACING TOP COURSE, OR Ym NATIVE MATERIAL IF APPROVED IN WRITING BY THE ENGINEER, COMPACT TO 95% WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED MODIFIED PROCTOR. IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL AND COMPACTION yam, NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT AS REQUIRED BY THE WSDOT STANDARD STANDARD SPECIFICATION 7-08.3(1)B SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED. FOR NOTES, SEE STANDARD PLAN 110.1 ~�Y o STD. PLAN - 110 .y . PUBLIC WORKS TYPICAL TRANSVERSE PATCH DEPARTMENT FOR FLEXIBLE PAVEMENT MAY 2009 �NT� rro LANE LINE MARKING 3' MIN. 3' MIN. (SEE STD PLAN 110.2) VARIES: 4.5' MIN. (SEE STD PLAN 110.2) DEPTH OF EXISTING PAVEMENT ............................ ...... ....... ....... ...... ............. .... . ....... . ........ ....... .. ... ......... HMA OR ACP CL. 'B' (SEE NOTE 2) MIN. MIN. 6" CRUSHED SURFACING TOP 2" HMA OR COURSE, COMPACT TO 95% ACP CLASS 'B' MODIFIED PROCTOR 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, EDGE OR GRIND, SEAL WITH OF CURB & GUTTER, OR AR-4000W CENTER OF LANE MARKING (SErr E p 7EN E\2) Cl NOTE SURFACING NG A C To 7 T 95 2 TOR AC D F C EN CRUSHED SURFACING TOP COURSE, OR NATIVE MATERIAL IF APPROVED IN WRITING WIDTH OF TRENCH AS REQUIRED BY SIZE OF BY THE ENGINEER, COMPACT TO 95% PROPOSED IMPROVEMENT (SEE WSDOT MODIFIED PROCTOR STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL AND NEEDED, SHALL MEET THE REQUIREMENTS OF COMPACTION AS REQUIRED BY THE WSDOT STANDARD SPECIFICATION 7-08.3(1)B WSDOT STANDARD SPECIFICATIONS FOR THE TYPE OF IMPROVEMENT INSTALLED NOTES: da 1. UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 2. MINIMUM THICKNESS AND MATERIAL SHALL BE: PRINCIPAL/MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS — 6" HMA OR ACP CLASS 'B'; RESIDENTIAL ACCESS STREETS — 2" HMA OR ACP CLASS 'B'; IN NO CASE SHALL THE THICKNESS BE LESS THAN THAT OF THE EXISTING PAVEMENT SECTION. im 3. AT THE DISCRETION OF THE ENGINEER, A FULL STREET WIDTH OVERLAY MAY BE REQUIRED. y STD. PLAN — 110.1 + + PUBLIC WORKS TYPICAL LONGITUDINAL PATCH DEPARTMENT AND OVERLAY FOR FLEXIBLE PAVEMENT MAY 2009 r LANE I LANE I LANE I I I I I { 2. I I , / I t w J 'I � J , I cn MIN. / r INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL .OVERLAY (SEE NOTE 3) I. I, EDGE OF EXISTING PAVEMENT I EDGE OF TRAVELED LANE (EDGE STRIPE) rs I I VARIES: 4.5 MIN. (SEE STD PLAN 110.1) I CENTER OF ANY MARKED LANE LINE, rrt I PROVIDE NEW CHANNELIZATION AFTER OVERLAY I o I SECONDARY FULL DEPTH SAWCUT FOR { PROPOSED TRENCH LANE LANE LANE +rr FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 �Y STD. PLAN - 110.2 4 PUBLIC WORKS REQUIRED SAWCUT, GRIND AND DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES �N�p MAY 2009 ■o SIZE AS REQUIRED ww 0.188 WALL BRACKET 8 2 ALUM, ALLOY 6063—T6 4-1/2" 0.D. 2" N.P.S. SLIPFITTER irr 5'-9" RADIUS 1/2" BNC LOCKBOLT GR. 18-8 S.S. FLUSH 1'-2" JOINT 4-1/2" 0.D. rw rrr TAPERED ALUM. POLE 0.188 WALL ALLOY 6063—T6 SATIN GROUND FINISH No 25'-0" 30'-0" rrr 18'—3" 35'-0" 23'-3" 40'—0" 28'-3" Yr 33'-3" SHAFT +rr 151 HANDHOLE. 4"x6" OPENING W/COVER AND S.S. SCREWS ----\ 8" 0.D. BASE FLANGE ALLOY 356—T6 WITH GROUND LUG BOLT COVERS & S.S. SCREWS V-6" {0-11-1/4" SQ. irlt 11" TO 12" DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE e < D (4) 1"x42" BNC GALV. STEEL irr ANCHOR BOLTS WITH NUTS & 0 4' AND WASHERS ae � 0 4" * PUBLIC WORKS STANDARD 26-40'DAVIT POLE STD. PLAN — 115 DEPARTMENT ,gyp APRIL 2008 rr 2" N.P.S. SLIPFITTER rrr BRACKET r CABLE 2" Yr 2" BY 3/4" REDUCING WASHER w r 3/4" ROMEX CONNECTOR WITH LOCKNUT 3/4 SINGLE OR DOUBLE MAST ARM AS REQUIRED �r �r FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL PUBLIC WORKS STRAIN RELIEF DETAIL STD• PLAN - 118 O DEPARTMENT APRIL 2008 wr err err FUSE KITS QUICK TO LUMINAIRE DISCONNECT 10 AMP IN LINE FUSE KITS S.E.C. OR EQUAL do TYPICAL DESIGN 'B' JUNCTION BOX GROUND 1/4" MINIMUM No LUG No HOLE SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT TOP OF CONCRETE to WIRE RUNS UNDER POLE BASE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK 4" CONCRETE PAD OR CURB. 5" 9" #8 BARE COPPER------ GROUND OPPER GROUND WIRE GROUND so CLAMP 4' PVC so CONDUIT 1 #8 GROUND WIRE SYSTEM 2 - LIGHTING SYSTEM go WIRES TO CONTACTOR CONCRETE (SIZED AS REQ"D.) FOUNDATION 5/8"x8' COPPER CLAD GROUND ROD 11011111 3' SQ. OR DIA. 10 so PUBLIC WORKS TYPICAL LIGHTING STD. PLAN - 119 r �O DEPARTMENT UNDERGROUND SYSTEM APRIL 2008 11� 4m rr r CD O a z F— d• Z, 0.0 2 J a J a d • d 4 STREET LIGHT POLE �r PLAN VIEW JUNCTION BOX 4" DEEP d d 4 0 rr z ' z SIDE VIEW J d• LIGHTING STANDARD & JUNCTION BOX d PLAN VIEW 1' INDIVIDUAL JUNCTION BOX NOTE: dr CLASS `B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD PUBLIC WORKS CONCRETE PAD DETAILS STD. PLAN — 120 DEPARTMENT APRIL 2008 r to wr TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3'-0" 7'-0" VARIABLE MIN. 0 1 -6 0 4" op. Gap dDO 4 o dp O c e a D D 0 0 � e v O ao 0 oe e D o pp ep D �v v evo v FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX `B' CONCRETE PAD 4„ 00 D DOD OD D D e aD OD O D ir. FRONT VIEW SIDE VIEW v TYPICAL JUNCTION BOX `C' CONCRETE PAD 4 o " D oe aDDOD 0o eD D O D OD Oe D DOD OD O D D °0 .Ov oac va0• pea a0°p a.0 �e'.�<aOCO' FRONT VIEW SIDE VIEW rrw Y ,pOPUBLIC WORKS TYPICAL CONCRETE PAD DETAILS S'PD• PLAN — 125 DEPARTMENT APRIL 2008 4w wo INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 50' F OR ABOVE. rr NUMBERING AMPLES 1 P 2 5 3 6 4 7 C 8 LETTER LETTER PREFIXED SUFFIXED PUGET POWER CITY OWNED OWNED ■r CURB MOUNTING HEIGHT �F� 15 FEET 9� 9c F 45' TRAFFIC FLOW ` PLAN VIEW 1-3/4" TO 2" 2" TO 2-7/8" 2-1/2" TO 3" IF H v DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND +a_® PUBLIC WORKS STREET LIGHT STANDARD STD' PLAN — 121 O DEPARTMENT DECAL NUMBERING SYSTEM � ,rp APRIL 2008 rr ;� .a ��>:,� �� a3 ''baa "� ,«��:� - ,� x 9 e� •�'�, }max k Y 2 } MIX , a d x.: reams t � .. £ t laws „ er JPo ""n'x.,.. d. rkaz a r A,•�c��L,'-",_:�'�'k�.ar y? fig i ;��' r `,x ` xx w,. '3�a x.”` :.•t {%c5'tr ''` x - „'v .,t'3','s?� x-,r 'j", #_ll, '`Y'f1�,3^ `3"t-c WAS, ww" ma t AW ,I M1 A W Oct. :1 : Afy A `$ i �.,�^ g '"aa? 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GNOMON MONSOON GNOMON Normo lowsow I mono r moron "NUNN WINNING GONNOW \—UMMW .VH MNOIW �'"` �.r► CITY OF RENTON CITY OF RENTON Public Works Department NOV 10 2010 d RECEIVED CONTRACT CHANGE ORDER AGREEMENT CITY CLERK'S OFFICE CONTRACT: CAG-10-084, Union Ave NE/Duvall Ave NE Storm System Repair Project C.O.# 1 SWP-27-3146, 3350 CONTRACTOR: Hoffman Construction, Inc. SUMMARY OF PROPOSED CHANGE: Water Main Relocation, Extra 36-inch Pipe Work T&M$23,319.52 On August 24,2010,the Contractor encountered an existing 12-inch water main in Union Ave NE that had a 10-inch vertical conflict with the new 24-inch storm line. It was not feasible to go under or around the water main so the contractor was delayed on 8/24 and 8/25 while the City arranged to raise the water main. The contractor provided traffic control,excavation services, and support to the City maintenance crew while they worked on relocating the water main on 8/26 and 8/31. The daily costs for the delay and to assist with the Water main relocation are summarized in Table 1. The Contractor's daily labor and equipment cost sheets are attached. Water Main Relocation=$16,513.57 While working on Duvall Ave NE,the Contractor found that part of the 36-inch storm system outside the original project area consisted a deteriorating corrugated metal pipe (CMP)connected to an old concrete pipe. The pipes were inspected by the Maintenance Division and the Surface Water Utility decided to replace the deteriorating CMP and concrete pipe with new 36-inch CPEP pipe. The extra work was performed on 9/8. The daily costs for the extra work are summarized in Table 1. The Contractor's daily labor and equipment cost sheets are attached. Replace 36-inch Pipe=$6,805.95 Total=$23,319.52 I I ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE ESTIMATED CONTRACT THIS ORDER TOTAL AFTER CHANGE $71,978.05 $71,978.05 $23,319.52 $95,297.57 SIGNATURES: Contractor: Date: .1/ Project Engineer: Date: Approved By: �' Date: ! j (utulty Systems [rector) i H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3350 Union Ave-Duvall Ave\1006 Change Order 1\101019 CO-1 Extra Work.doc\DCtp ywrrr Table 1 Summary of Costs for Water Main and Extra 36-inch Pipe Work CAG-10-084, Union Ave En/Duvall Ave NE Storm System Repair Project I Day Total Cost 12-Inch Water Main Conflict ` Conflict encountered, downtime 8/24/10 $2,311.08 Downtime . 8/25/10 $1,352.30 Support City crew for relocation 8/26/10 $6,736.18 Support City crew for relocation 8/31/10 $5,747.36 Dispose remaining soil from extra work 9/14/10 p g $366.65 $16,513.57 I Remove Ex.CMP pipe,Install 36"CPEP Remove ex. Pipe, Install New 36" 9/8/10 $6,526.68 Dispose pipe and soil from work 9/9/10 $279.27 $6,805.95_ I TOTAL CO-1= $23,319.52 I i I i i I a N N N N N N N N N N N N N N N N N N ----------- N Y� x g N N N N N N N N N N N N N N N N s N N N N N N N N N ' � n N N N N N N N N N p4 C F O �171�6��$Rffi 0 NNNNNNNN N NNNNNNNN N y� 7 O N N N N N N N N N s N N N N N N O Oe- + H O C Min Nu n j I S S S x x x x S 2 x x x�S S S S S S uS C9 seal dwnaW jwjWTW'lu"nb3 sa�WoS'9�f S # i ||l . . , . . . . . 7 | ] | & ----- ----------------- - ------® -------- f f | . , . . . . . , , . ! . . ■ 2 . , . . , , . . . . . K . . � | ! . k | � |§§§§§§| • I ! I _ � ---- f i 7 ! �\\\\\!}] f � ! ; ° I | � | =!,m„!l,,,�,,,,■,�,,, , | i ! J§ m __a__jua_m *.,_ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ! N N Y 1� ----------------- -- --------- NNNNNNNNNN N N NNNNNNNN N N s s N N N N N N N N N N N N N N N N N Y N N I O N N N N N N N N N N N N N N N N C 0 C O mage a� � xxxxxxxx�xxxxsxxxxffi.3.5�$•S �xx i a MIR sss • i 5 i 3 g Inwa q �09�1 saai aw00VsRN�1eW 7uawdjn03 °x-, 0 ISI g N N N N N N N N N N N N N N N N ------------ ----------------- NNNNNNNNNNNNNNNNNNN NNNN N N N N N N N N N N N h N N N N y NNNNNNNN N y NNNNNNNN N _ N s s NNNN N N N N �d ^ s C s I I �•�y!� 3�3�C u� ���H e��L 6 y 8 9 oPs ,cnng rasjdwna9=RVol.W awd�nU3 �naaas CsnM,at rs^n5 . NNNNNNNNNNNNNNNNN -NNNNNNNN NN N NNNNNNNN NNNNNNNNNN I ' -NNNNNNNN NNN " " v1N • -NNNNNNNN - I 0.2 SSE yt N N N K s O p.yy qq i G +may NNN QQ F G -NNNNNNNN I s s F a ioge� ...idwnp;,I,pq, '3-uu4nb3 Inuay g$9n5 *4W c N N N N N N N N------------------------- --------- NNNNYINN NNNNNNNNNNNNNNNN G ; ' AMR , � N N N D s NNNNN ��(( nn 2 a= N N N N N N N N N N N IAV Ad N NNNNNN N ' C s i . I t pill 0 3 ioq.1 pydwna9sl°Pa1%Wluawdjnb3 Ia1u. T �i »"S'agni x s Name g 3Y NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN N N N N pN N r , , 19 n T NNNNNNN N N6 O � NNNNNNNN N N � , NNNNNNNNN N N N-N ip NNNNNNNN C O O NNNNNNNN NN N•N NNNNN 4j g Fr �Aa Pi P :4m NNNNNNN NNNNNNNN O SSs 1 r � i ��3 g Csal seal d—a R sleNaleW ywuMinbl MON 4$q.s PAID WAGE FRINGE HRLY KC PW HRLY TOTAL EMP EQUIPMENT HRLY RATE RATE RATE FICA 7.65% FUTA.8% SUTA 4.8% L&I INS HRLY RATE Operator Foreman-Brad $45.92 $4.47 $50.39 $3.85 $0.40 $2.42 1.35 $58.42 JD 35D Excavator-Brad $45.01 $4.47 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 JD35D Excavator-Adam $47.00 $2.48 $49.48 $3.79 $0.40 $2.381 1.35 $57.39 JD 120C Excavator-Brad $45.01 $4.47 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 1D 120C Excavator-Adam $47.00 $2.48 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 JD 310 Loader-Brad $45.01 $4.47 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 JD 310 Loader-Adam $47.00 $2.48 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 JD 310 Loader-Luke $47.38 $2.10 $49.48 $3.79 $0.401 $2.38 1.35 $57.39 JD 310 Loader-Bret $49.48 $0.00 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 JD 310 Loader-Brandon $49.48 $0.00 $49.48 $3.79 $0.40 $2.38 1.35 $57.39 Dump Truck-Justin $41.82 $4.65 $46.47 $3.55 $0.37 $2.23 1.35 $53.98 Other Truck-Brad $42.00 $4.47 $46.47 $3.55 • $0.37 $2.23 1.35 $53.98 Other Truck-Adam $43.99 $2.48 $46.47 $3.55 $0.37 $2.23 1.35 $53.98 Other Truck-Bret $43.13 $3.34 $46.47 $3.55 $0.37 $2.23 1.35 $53.98 Other Truck-Luke $44.37 $2.10 $46.47 $3.55 $0.37 $2.23 1.35 $53.98 PipeLayer-Justin $36.12 $4.65 $40.77 $3.12 $0.33 $1.96 1.35 $47.52 PipeLayer-Adam $38.29 $2.481 $40.77 $3.12 $0.33 $1.96 1.35 $47.52 Pipe Layer-Luke $38.67 '$2.10 $40.77 $3.12 $0.33 $1.96 1.35 $47.52 Pipe Layer-Bret $37.43 $3.34 $40.77 $3.12 $0.331 $1.96 1.35 $47.52 Flagger-Leo $33.93 $0.00 $33.93 $2.60 $0.27 $1.63 1.35 $39.78 Flagger-Brandon $33.93 $0.00 $33.93 $2.60 $0.27 $1.63 1.35 $39.78 I i I I I i 'err+ Hoffman Construction, Inc. PO Box 845,Enumclaw,WA 98022 360-825-9797 KING CO 3-03-10 PW BLUE BOOK EQUIP OPERATOR&LABOR EQUIPMENT/LABOR CLASSIFICATION HOURLY RATES HOURLY RATES Hitachi ZAXIS Z350LC Excavator $152.42 $75.36 Hitachi ZAXIS EX200LC Excavator $91.32 $74.64 JD 120C Excavator $67.34 $74.03 JD135C RTS Excavator $69.46 $74.03 JD35D Excavator $20.29 $74.03 i JD 544J Loader $55.97 $74.64 JD 310 Loader $38.39 $74.03 Dump Truck $74.58 $68.40 Dump Truck&Pup Trailer $89.65 $69.63 KW Tractor&Side Dump Trailer $89.65 $69.63 KW Water Truck $30.75 $71.09 Chev 11/2 Ton Truck $23.12 $71.09 JD 750 Dozer $80.70 $74.03 JD 550H Dozer $52.67 $74.03 140H Cat Grader $88.31 $74.03 Case 1102 Roller $50.99 $70.58 Olympic Mini Trailer $4.19 � Trench Box $151.25 Air Compressor $78.65 Speed Shoring $51.43 Steel Sheets(8x10&8x12) $54.45 Traffic Sign &Stands $2.55 Cone Rental $0.55 Jack Hammer $36.30 3"Trash Pump $60.50 Per Yard Dump Fees-HCl Equipment Yard Pipe Layer $61.30 General Labor&Topman $60.22 Flagger $51.31 i i i i i i ' I aasuY ' 1 � 9/17/2010 4:06 PM Ii ROM: National Barricade National Barricade T0: 1 (360) 8029791 PAGE: 002 Or 002 21723 ' ` i INVOICE Acc(#: HOFR 6518 RAVENNA AVE N.E. Job#: j National 04ricade Company, LLC SEATTLE,WA 9 115-7096 Po#: ® . Est iUSNED 1937 SEATTLE: (206 523.4046 Auth#: Abby I TACOMA: (2531689-2266 ' RENTAL,SALES AND 3 RVICE Of TAWIC CONTROL EQUIPMENT FAX; (2001525-2042 Foramen:Randy NATIONAL:(80 -884.4045 PRICES SUBJECT TO CUSTOMER Hoffman Construct h, Inc. CHANGE WITHOUT NOTICE TELEPMON 3804 825-9797 AODRESS P.O. Box 845 iInv.Date: 09/17/10 MOBILE (206 423-1261, I Involce#:181217 JOB Enumclaw VlA 98022 Tax#: Job Start; 08/24/10 Joe Will Call-Auburnp, enont: Union Ave NE& NE 6th St) .'! .,.3r!s'°R'!.i`ii i3!' :S'li !'.i.: " •!'!ifl',f•,.'i:'�' .':✓;. ii:!;9!(lii. L'd::d:i'f'li!' :'il""II'i i4' .71 P'"=`i:i!r!:f.Y ud'+i�"•�7"'' y i I+. ..P5did4r'n°+.r,�:n .f_ ,u .,f. f.,..,1•f may.: n:,:rtn.5.: ,:rnr d-a~:_'1:,?!ns::::N,.•:,.r:+j:•n:n'-:,.J,:r.�:1"�:Fl:, y,y,.��yy ,!I,i.;' e� :;:•:y,;:!:4.: !<•!::ci 'r,t+ !: ,. .Oil 14!1„a��ta 614f�t5m4;• r. .!. -,-.-.ni,.,.�.na9t ,:•+, q,.anl, Ilio-f4 9!,tt.!a,1+nrf;:,,+� n.•L,4n+Ehn i:4„I:,t E.,, _ eP n: •.,r..,..,j . .... '1.,:•R<Gi:r:.,,•.n:,,,,:•„4.,f,:•bfR'd•i SPIN '! :+ r.. ,•r6�:,,•,J+:,,. .. .. tri: tr :iT,!, ; :• 5;;! :i,,q'al:*t.• ..�,. , ,elu: ...r_:r.!;P'i9;d '�'I: ,h li' !,y '_T I _......:........................._.:.........A§,...L.....:..,a:,.l7._a...a. :.�t!P,P: , Ly,.: ,... .'.. ., :" .' ,r ,:.•::.n ..!:.,.r ..!: t . FE+: i1'nt. >S;1`: !l ; !'-iP•E'' ... e-:•,.rar.,r Fi- $P:�L I,i n31i n y n,i u �I, >�!-4 v.q.nrn!s:.� ,•4.. -. E+:::., RDSRER?ar,n•.n;n,:,n,r,:,,,, O .n :,:::n , ::,,r:. :,I.: n„r1 ,,rdlnk + s�rEMsrod k:.-,n,•:.r , ..:,•,,.::.:n-::•.....1~�r .... -E I I ti n,.:.nr,n l a.:.r,s eat � I I�....ri;=G� 1?.-:, ll �,•:::•: ;.�...rnr:n„-.:,::.,.n,,,: ...• ..., ,,,�,:•:„.:,•::•n.:r,:,n•n:,, +!6�n: •nr::1•A: '.:n•nr,,,rn„r,,r:n,• •,,:•+:,•• "� :� ' ! i ......:r:,r � gin. I 279743 10 +earriiaos,W/ Light 08/24/ 9/14 22 22 10 0,50 110.00 279792 ALL i j I 40,1• I E I I j Ii 4 I I MMO: bf X St , E CUSTOMER IS RE.$'I'ONSIBL9 FOR LOSS, THEFT OR DAMAGE s C I IMPORTANT I 'L- Barricade vith Light '1G-i Large Cone - 28” e '3-Barricade vith0ut light 411 - Hi-level vith S flags Corrections wi 1 not be accacpted on this N i invoice if not submitted within 30 days of "5- Light vith Bracket *12 ,- VAI sign invoice date. '7- Trattic Staadard.vith Ligbt +13 ; Sign Stolid 19 Snell Cane - 10a e1Sa- 7-38 No Perkin Tov-Ave p se >sR Parking y When remitting).put your account I and invoice lit T-3B No Parking Tov-ivay a on your check; in order to credit your account properl . WE INVOICE MONTHLY ON THE 20TH AND AT THE END OF JOB 1 Freight TERMS: NET 30 DAYS l ' Sub—Total •110.00 1 1/2g PER MONTH CHARGED. ON ALL PAST DUE ACCOUNTS Sales Tax 10.45 PLEASE RETURN ONE COPY OF INVOICE WITH PM41TTANCE f TOTAL 120.45 PAGE 3 of 3 HOffl AN CONSTRUCTION,INC. WRON REAWY ATTN:KAREN HOFF.MAN Pepondift P.0.E OX 845 Enumiqaw, WA 98022 11MI BRANCH INFORMATION; M WAGER: PHON E: EMAIL: 1105 RENTON,WA Jo n Ulitsch 425-22E-6613 1 105-brGlabormady.com so I—M .......... W* ..::).#£:`. .-N V 0W.W., WIN" BILLING#;816611o5 DATE:08/27/2010 AMOUNT: $385.52 JOB LOCATION: Renton/Flagger REPORT TO: RANDY COST CENTER: im JOB ADDRESS: intersection Union Ave NE& NE 5th CIL.Renton.WA 98059 Flagging gear SALES TAX EXEMPT:GDO 247 364 TICKET: 126504-1105 REQ: DATE- OB/24/2010 PO: SIGNED:BRAD HOFFMAN EMPLOYEE RATE-R - RATE-IDT-HOUR TRANS BONUS TAX TOTAL HARDY,CHRISTIAN 48.19 14 385.57 WORK TICKET SUB-TOTAL I 0 385.52 ALL SU.¢TOTALf go 385.52 Labor Billed:$385.62 BILLING ADJUSTMENTS: 0.00 TOTAL DUE ON BILL: $305.52 7135 8IOIV AVENUE RENTAL RETURN'' 1vJ 0 United Rentals-', 7235 eTN AVENUE SOUTX SEATTLE. NA 98108 INVOICE goo-UR-RENTS(800-877-3687) I 206.767-3121 206-767-0265 PAZ unitedrentals.com 4 i # 89457833-001 - Customer Number 230775 Invoice Date 8/31/10 Rental Out 8/2§j HOFFMAN PM HOFFMAN CONSTRUC 'ION INC ental Out 8 31 Stj 1:37 PM PO BOX 845 �_.,._:•= ENUMCLAW, WA 9S 22 Job Location: x:UNION AVE@NE 5TH ST, RENT 1Job Number : P.O. Number : CITY OF RENTON t] Office: 360-825- 797 Job: 360-825-9797 Ordered By : JUSTIN(253)653-8072. itten By • URB52VD S lea eraon : 1776 4.3.1197 1 MS 0.382 86710S31.p06 1 ol 1 400 01197 s..v,.. . I!I'lll'1111'!22'222'2"IIIIIII!lIIIIII'I:II :lll!ln:Illlll'IIII PAYMENT OF$717.23 DUE ON 9/30/10 HOFFMAN CONSTRUCTION INC ; AYMENT OPTIONS: Check(Mall)-Check(Fax)-Credit Card(Phone) l rBILLING INQUIRIES; Ph#800-509-1197 FX6 209-579-7960 PO BOX 845 ENUMCLAW WA 98022-0845 newt To:UNITED RENTALS NORTHWEST,INC. ii FILE 51122 LOS ANGELES,CA 90074.1122 _--_ Please detach and return to- F P_ r t Ten ortlon wit a9_ _. n+ r _ .. i•� a tci �s ,,u, RENTAL ITEMS: --'--- - Qty Equipment Descri t`o 'Minimum Day Week 4 Week Amount 5-- 944/9943-- ROAM...PbATS 849E-.i ,_. .. __.__.....__�._.__ 45. 09�--X27,QQ.......... 81..QQ—._...._.. 635.00,_..._.._. 1 944/9892 LIFTING TOOL CROSSING PLATE 11.00 20.00 49.00 20.00 Rental Subtotal: 655.00 Agreement Subtotal: 655.00 Tax: 62.23 Total: 717.23 COMMENTS/NOTES: j CONTACT: JUSTIN CELL#: 253-653-8072 II I i ' , 1 l f i a I 1 I I I i i i THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT,..WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON RtItF'.QUEST. Page: 1 PAGE 2 of 2 HOFFIV AN CONSTRUCTION,INC. IABORNMOY ATTN: IANDY Dopond'"'&Wrwya°a PO BO 845 Enuma aw, WA 98022 BRANCH INFORMATION: MA bGER: PHONE. EMAIL: 1105 RENTON,WA JohnU'itsch 425-228-W3 1105•brOlaborready.com ra t#:;;x;'•:•$:r.:a.hi:::k+'f>.i$::?$;,f$tr:£:.?y�:;q'>::f':.;ai5:t`2{:::Yy',�?`;.::.:,•:a•.:..r0..:::••'$c.,r.,:•'.,w:":..k•:•0..x.,v..�r•y..,..:.:.•r:.:r}o.r:.•,.5.t.:'..':....5.„$ "+:aai::Y:.i:l:,: :•:iiY;:><t.^,'iti2.:': :^i 'bF.}:Ct,+afi �Onh.. %i r'1• �F:.'� < r�•.lv 'o-tryvv�t.4. C`:�.$�.R•,fi.» t...�^.$h, '•,::`vv•s.,� . Iw .. vh '� " � f��:' tFv„?'.}iJ,3::3?,.v,'e�nia%''�':i.$,!,x:v,Y•:k,:S.$t::u:.:Y:s:..o:t�.:�f::Y>3:?.a$,b�i?”. `g�sii3R`2>' }'.L..... w.\M.. BILLING#:Btsnto5 = DATE: 08/27/2010 AMOUNT: $963.80 JOB LOCATION: RENTON j REPORT TO: RANDY COST CENTER: 1105 --- JOB ADDRESS: Intersection Union Ave NE& q1I 5th Ct.,Renton,WA 98059 Flagging Gear SALES TAX EXEMPT:600 247 364 �— TICKET: 126514.1105 REQ: DATE: 08/26/2010 PO: SIGNED:BRAD HOFFMAN EMPLOYEE RATE-REG-HouSI RATE-OL HOURS TRANS BONUS TAX TOTAL HARDY,CHRISTIAN 48.19 10 0, 481.90 HUNT,DANA 48.19 10 481.90 WORK TICKET SUB-TOTAL 20 01� 963.80 BILL SUB-TOTAL 20 0p. .•_`__-._._..,__. ._ I 963.80 Labor Billed:$863.80 BILLING ADJUSTMENTS: 0.00 TOTAL DUE ON BILL: $963.80 f i i I i i j I i I I I t � I i I i r � ! i I ci i I I i • I PAGE 3 of 3 HOFF WAN CONSTRUCTION,INC. rt ATTN RANDY PO 81 IX 845 Enumclaw, WA 98022 ate. BRANCH INFORMATION: M NAGER: PHO E: EMAIL: 1105 RENTON,WA Jo niUlitsch 425-221-6613 1105-br®laborready.com ;z_— * z_ t ........ .a::v.. ...,..vi".'Fry..�� ... ... •Y ::d? .5�; ;: k :f ',•.•#i,•C:,. '':1 ::f •y�f• '+;''v:$v.L ,dbS:..,iwa}5:...<',::}::::V':•�+,`:}:J: ":'�,':}:<:;f!2•iF .:.rr, .,. '.✓..<f::.<•.,+:.:e:yy* '.f:; a. n :r.,c... 4c •.."+`::i' �:?:,`£;,",S•:ic •:;5.!r,4n ,4.. r. :.iY, .ii: ME 4 r o.5::. .«'� .'F:.••w ','{'.•}. y a.,a,.�}.;siy.:<:'Y..:F:at"bt;;::.,..v, .>:.::.i�h�;.'`C`„+4S'•«' BILLING#:81881105 i DATE:o9/o3/2o10 AMOUNT: $746.94 —^^ JOB LOCATION: RENTON , REPORT TO: RANDY COST CENTER: 11os j JOB ADDRESS: Intersection Union Ave NEN I.E 5th Ct..Renton.WA 98059 Flagging Gear SALES TAX EXEMPT:600 247 364 i TICKET: 126538.1105 REQ: DATE: 08/31/2010 PO: SIGNED:BRAD HOFFMAN EMPLOYEE RATE-REG-HOURS RATE-OT-HOURS OURi TRANS BONUS TAX TOTAL HARDY,CHRISTIAN 48.19 ti.5 373.47 HUNT,DANA 48.19 * 373.47 WORK TICKET SUB-TOTAL 1 .50 746.94 BILL SUB-TOTAL 1 .50 746.94 Labor Billed:$748.94 BILLING ADJUSTMENTS: 0.00 TOTAL DUE ON BILL: $74694 i I r i � i ' I i 1 i I fi �4 1 I it ' I I � i ii ,. 09-20-'10 13;39 FROM NATIONAL BARRICADE 206-525-2042 T-838 P001/001 F-927 21895 ( INVOICE Acat a: HOFR 6518 RAVENN AVE N.E. Job+d: ® National Barricade Company, LLC SEATTLE,WA 8116-7096 PO p: ESTAWSHOP 1961 SEATTLE: (20 )623.4045 Auth b: Brad TACOMA. 125.')689-2256 ' RENTAL,SALES AND SERI 1e.E OF TRAFFIC CONTROL Ear11P1WfNT, FAX: (20 )626.2042 foremen NATIONALI(80 )-884.4046 PRICES SUEIJECT TO CUSTOMER Hoffman Consiructic n,, Inc, CHANGE WITHOUT NOTICE TELEPHON 38 /825.9737 Inv.Date: j ADDRES$ P.O. Box 845 ; MOBILE (20 ) 423-1265 Invoice#: JOB Enumclaw W 96022 Tax a: Job$tan: 09/01/10 JOB Will Call Auburn Denton; Duvall Ave NE & NE 4th St) OtLLIVtcRY I PICK UP "ITS NO• COST/ ORDBR 1WEINP ORDHR PICKED DAYS REN? ITiQiTB ITEM/ yq, ORDERED DEBC PTZON NO. UP FROM ) TO ayza vans USED IPMR10D XXTZNUXO14 14667 1 'Arrowbgarp N79 09/01 09/15 1 2 2 179.0 350.00 i I I { I IIi I. I I I a i I i M81a0: bf/SW • E ✓ X T i E � CUSTOMER IS RESPONSIBLE FOR LOSS, THEFT OR DAMAGE s I xl- Barricade with light •10'1;Large Cone - 28" IMPORTANT O 13-Barricade Vithout Light rlL Hi-level with S flags Correction• will not be aeceepted on this N Invoice it not submitted within 70 days of *S- Light vith Bracket *12' 9'x4' Sign invoioe date. i *7- TraffiC Standard vith Light *13.• Sign Stand *9- 51211 Cone - 18` 1152 T-38 No Parking Tov-Avay "hen rsmittij:s vutEY6.ir account N ArA •15bi 7-39 NO P2rking 1Dv-AVay invoice N on tLn'ar oheox, in order Co credit yOWI aC00Unt properly. WE INVOICE MONTHLY ON T149 20TH AND AT THE END OF JOB 1111 Freight' TERMS% NET 30 DAYS k Sub—Total 350.00 1 1/28 PER MONTH CHARGED !ON ALL PAST DUE ACCOUNTS I SaLlee Tax 33.25 PLEASE RETURN ONE COPY OF 7NVOiCE WITH REa4ITTANCE f TOTAL 383.25 Lf HOFFMAN CONST SUCTION INC H D Fowler Company Summary Info Aging Protect Anetysls i s Orders Backorders Reprint Document Pricin Service List O&M Manuals Contact Jeff Help i Protect:Open Account l i The pdces display here are only for referen e„please cotdad customer service for linai pdcing. Enter items for price inquiry an /or order: Search by your part# ust be erevlous setu Enter your part number: special Pricing:43.488 Search by Our part# Enter HD Fowler Part Number: — -- Search by Description 1 Part's Found:28 Descriptlon i `Select the Part a .. Enter a description to have Customer S ice locate the item. Enter a Description Enter Email address to have Priced Inventory list sent to you. Enter Email Address I El List only Items pt rchased before. "VW-MOM 804er�1 1 ._.... WorkPad Part Description UoM I Qty Edit I Price Ext Prins Oelete Secs HPSL10.80Y 36"X 20'HANCOR 6LUE SEAL CORR POLY,TESTABLE, FT 20 43.49 869.80 Da{pie S�?fps; 1NWREDIMIX PRE-MIX CONCRETE 60LB BAG EA 81M 1 4,86 38.88 0 'j9t bos Total $908,68 i I I f )i i it i I i 1 i- i i I i ! i I i I i f f 1 . ( it ALT ;,T ;�,, T Pacific, ashington Portland,Oregon �Wo d6l1le Washington ,,t±'ij J j �1r i 799 Val ntine Ave.5E 8324 4 M L King Blvd. 8419 219th ST SE ! Pacific, A 98047 Portland,OR.97211 Woodinville,WA 98072 ]UIf TI 1I��TI INC. Phone:(253)735-2204 Office:(503)546-8875 Office:(425)398-2353 NDE�E GROG I Fax: 253)735-2223 Fax: (503)445-2020 Fax: (425)398-9354 -- _800-828-8505— emit to:799 Valentine Ave.SE, Paclflc WA,98047 - -- www.aftwestunder round.COM RENTED TO JOB LOCAT ON TICKET # HOFFMAN CONS DUCTION INC Res# 4480 PO BOX 845 ; DUVAL & 5 H Inv# 17362 ENUMCLAW WA 54022 RENTON WA Loc 100 I i CTC —----- C ZIL 9399797 BRAD W (360) 825-9797 I OUT 109/08/10 10:23 AM SHB __ F (360) 802-9797 SLSM PO/JOB # RECEIVED BY _ 0 DUVAL STORM fi BRAD 206-423-1265 RETURNED 09/09/10 7:31 AM RSJ _***_FINAL*** WILU. CALL Page: 1 -QTY ITZM# DESC .IPTION DAY WEEK MONTH MOUNT 1 P081-0010 2011-36" PIP 98.00 Seri # PPM K+ Safety Instruction ` 4 1 P082-0000 2011-'36" PRO TIVE COVER 1 0.00 Safety Instriicton ''' 1 ivc� � ti 1 P575-0000 25' UAL IN r TION LiN&f, , 15.00 1 P590-0000 AIR UAL PANEL 4,= 12.00 ----- Payments ------ SFS , [ , I I +ii aiy N fr�t New Pacific Phone 253- B7-7555 New Pacific Fax 253- 87-7556 ml-t, ,- k4.r .o.• u K � ,o.,�� rq,h �yy 9 'H,-..fl..,.e 1 l-, , �.,.:w z S.,{'h.R i 3 a�w�or.•Y si,-�� PLEASE REMIT FROM TH+ 'INVOICE./TERMS NET 30 DAYS. IMPORTANT INFORMATION C, NTAINED ON REVERSE BIDE.READI RENT 125.00 There are no oral or other representatiAn�s included in this agreement. The terms on the SALES 0.00 reverse side Of this agreement apply toI this agreement as indicated and set forth the OTHER 0.00 limitations of liability ofAllwest Underground,Inc,as well as the obligations of Customer. DW/FEES 1.25 These limitations include,but are�ot limited toAllwest Underground,Inc.'s SALES TAX 11.63 disclaimer of any warranties,implied,.express or statutorily that the equipment is TOTAL DUE 137.88 warranted for merchantability or a particular purpose. Customer acknowledges It has read the terms and condition s'eontained herein and agrees to the same. _. .-._....... _ __..._....-._..._._... ._. 1 t Acknowledgement that customer;has received,reviewed and agrees to comply with SafetyInstructions X I 10-SEP-10 08:00:51 X TR ATT-TR.R TUAN r.TLRTAMRR AMMOR RRPRRRR.NT.q r T.Q ArZIRNT AR ANTI ATTT}TART7.Rn Tn RTAN RAR r1T r.QTnV. RR.