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HomeMy WebLinkAboutContract Award Date: Y CAG lZ—p G. Awarded to: $�R1E►� . ll��r �ll��_ City of Renton: Bidding Requirements Contract Forms, Conditions of the Contract, Plans and Specifications City of Renton Elliot Spawning Channel Repair Project Project No. SWP-27-3605 City of Renton 1055 South Grady Way Renton WA 98057 Project Manager: Steve Lee 425-430-7205 A & >> y 4. M � jyT11i't'� ® Printed on Recycled Paper CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the Elliot Spawning Channel Repair Project PROJECT NO. SWP-27-3605 January 2012 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS J. 's Ot,`of w`►s,,�,ti CITY OF RENTON 1055 South Grady Way Renton, WA 98057 ® Printed on Recycled Paper I city of Elliot Spawning Channel Repair Project - SWP-27-3605 CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Proposal and.Combined Affidavit&Certificate Form: (Non-Collusion,Anti-Trust Claims, Minimum Wage) *Bid Bond Form *Schedule of Prices *Acknowledgement of Receipt of Addenda **Subcontractors List %N Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal-Aid FHWA) ❖Retainage Selecton Insurance Requirements Wash. State Prevailing Hourly Wage Rates Reference Statement of Intent to Pay Prevailing Wages,Affidavit of Prevailing Wages Paid Renton Certificate of Payment of Prevailing Wages Environmental Regulation Listing City of Renton SPECIAL PROVISIONS WSDOT Amendments Renton Survey Control Information Traffic Control Information Appendix Site Photos Standard Details Construction Plans (reduced 11x17) Documents marked as follows must be submitted at the time noted and must be executed by the Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. * Submit with Bid ** Submit with Bid or within 1 hour of bid ❖ Submit at Notice of Award CITY OF RENTON- Public Works Department 02b-Contents-2011 Revised-Elliot.DOC\ CAG-12-065 CITY OF RENTON CALL FOR BADS EIliot Spawning Channel Repair Project SWP-27-3605 Sealed bids will be received until 2:30 p.m., Tuesday, May 8, 2012, at the City Clerk's office, 7t' floor,and will be opened and publicly read in conference room#511 on the 5h floor,Renton City Hall, 1055 South Grady Way,Renton WA 98057,for the Elliot Spawning Channel Repair Project. The work to be performed within.60 working days from the date of commencement under this contract shall include,but not be limited to: Temporary construction fencing. Clearing and grubbing.for access roads. Installing and operating temporary dewatering systems and dispersion systems. Moving and cleaning existing log jams, excavating and filling the spawning' channel and laying in streambed sediment. Furnishing and installing logs with rootwads along with anchoring. Obtaining and installing landscape plantings. Restoring the access road and other construction disturbance areas. Restoring all surface features damaged by construction. The estimated project cost is$420,000 to-$520,000. 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 App 3 Z4,2012. Plans, s'pec.i.fi cations,addenda,and the plan holders list for this project are available on-line thruu6u 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 tbe.`Wielders List.") Questions about the project shall be addressed to, Steve Lee,..City of Renton,Public Works Dept., 1055 Grady Way,Fifth Floor,Renton,WA,98057,phone(425)430-7293,fax(425)430-7241. 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. Bonnie I.Walton,City Clerk Published: Daily Journal of Commerce April 24,2012 Daily Journal of Commerce April 30,2012 -1 i CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION N0. 4085 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 their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marita.l-status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of ,Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton'will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is does not discriminate against women based on 'ob-related criteria which , b � g 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) 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 by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the .City Council of the City of .Renton, Washington, this 7th day of March. 2011 . CITY 0 RENTON RENTON CITY COUNCIL Denis Law; Mayor until Pr sident Attest: Bonnie 1 Walton, City Clerk CITY OF RENTON SVARvL YOFAA&MCANS WPlHDISABIIITIFSACTPOLICY ADOPTED BYRESOLUTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All depart 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 man= Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in . employment and receipt of City services,activities and programs. (3) AMERICANS WITH DISABILITIES ACT POLICY-The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment opportunity and equal access to City services, activities and.programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines as set forth in this policy . (4) CONTRACTOR ' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. Copies of this policy sha U be distributed to all City employees,shall appear in all operational documentation of the City, including bid calls,and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 4th. day of October 1993. C 7,11 C'% /Z RENTON RENTON CITY COUNCIL: Mayor Cbuncil President Attest: City Cleric VU CITY OF RENTON Elliot Spawning Channel Repair Project SWP-27-3605 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications,to include but not be limited to: • Temporary construction fencing. • Installing and operating a temporary dewatering system and dispersion system. • Clear and grub. • Installing and maintaining a temporary sandbag dam. • Excavating, hauling out cut volumes and placing import to shape channel. • Obtaining and installing streambed sediment. • Installing up to 27 logs with anchors. • Excavating, restoring and installing a new permeable dam. • Installing and maintaining plants. • Restoring access road to site and mulching/grassing disturbed areas. • Restoring all surface features damaged by construction • Restoring plants and landscaping. The estimated project cost is $420,000 to $520,000. A total of 60 working days is allowed for completion of the project. For Sid Item Descriptions see Special Provisions Section 1-09.14 Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. I 05-SCOPE-WORK-EI Iiot.DOC\ a i1 D s�5ntsistsF�4 a > y � � w'_ fat St to av v Um n SE 1421A$t .w,SF 172nd Sl in "1 m $E 147nC Si H e 1 _m SE 143rd P 1 1 =� SE 1441h:S1 a M SE 1 1 ; - ", SC 1�5rpp v. a- 1 ��r'-.� Ma{Slawood,6af�" 1 SFr sm �' _ a' V. h Iand Country Club .1 ° S'•` �. W•L I t - ti'd'prey. � _ �� — �a a ��tr`yt :.1 W�,. •++� k r h iii f f: - ,- m E S F F lkh, S S S $T4 fog�� �s'+tp'4% V1 '�n.`"1 if ut it1 E 'pLb I sy3r 1 S&Refttnir hf a.•, Ron Rebis ;r. Sf t '..tA0N1 Wey SE af1Je +, 'SC { HeYRd Perk,% n'sq m P lj 1 11 1 $ nAH . 1550h 5t 156th$1 •,;+y •SF 159L11Sf .4� f SE.153?h Vf .SE 1.^e` - 5E-159t1`Q\ .. Project site CITY OF RENTON ELLIOT SPAWNING CHANNEL REPAIR PROJECT PROJECT LOCATION MAP 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 this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors,the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. Revised:May 2011 tp 12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 "Public Liability and Property Damage Insurance". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. Basis For Approval The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefore shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of environmental pollution and the preservation of public natural resources.. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall Revised:May 2011 tp 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. 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1. WSDOT/APWA"2004 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14, Measurement and Payment(added herein)shall govern. 21. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified Receipt of Addenda, if any? Revised:May 2011 tp I - BID SECTION Elliot Spawning Channel Repair Project SWP-27-3605 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 * Submit with Bid ** Submit with.Bid or within 1 hour of bid For Bid Item Descriptions see Special Provisions Section 1-09.14 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. ❑ 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? d ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List(If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified Receipt of Addenda, if any? 08-BID SECTION.DOC\ i Proposal-Page 1 of 2 CITY OF RENTON Elliot Spawning Channel Repair Project SWP-27-3605 PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown.) The undersigned certifies and agrees to the following provisions: NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and 'purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over-charges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND 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, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of Proposal-Page 2 of 2 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 Name of Bidder's Firm Printed Name Signature Address: Names of Members of Partnership: I OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at Subscribed and sworn to before me on this day of 320 . Notary Public in and for the State of Washington Notary(Print) My appointment expires: BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of$ which amount is not less than five percent of the total bid. Signature .Know All Men by These Presents: That we, as Principal, and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally,by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Elliot Spawning Channel Repair Proiect SWP-27-3605 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. SIGNED, SEALED AND DATED THIS DAY OF ,2012. Principal Surety Received return of deposit in the sum of$ 10-BidBond.DOC\ Schedule Prices-Numbers Only Confidential Page 1 Elliot Spawning Channel Repair Project (Sales Tax Rule 170 Applies To This Project) SEE SPECIAL PROVISIONS SECTION 1-09.14 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 1 Mobilization, Cleanup and Demobilization 1 LS Per LS 2 Spill Protection CC Plan 1 LS Per LS 3 Contractor Supplied Surveying 1 _ _ _ _ _ _ LS Per LS 4 Temporary Traffic Control 1 _ _ _ _ _ _ LS Per LS 5 Clearing and Grubbing _ _ _ ACRE Per ACRE 6 Construction Geotextile 8 SQ-YD Per SQ-YD 7 Common Borrow(incl. haul) 120 _ _ _ _ _ _ CUBIC-YDS Per CUBIC-YDS 8 Channel Excavation (incl. haul) 1,400 _ _ _ _ _ _ CUBIC-YDS Per CUBIC-YDS 9 Heavy Loose Riprap 890 _ _ _ _ _ _ TONS Per TONS 10 Quarry Spalls 120 TONS Per TONS 11 Streambed Sediment 750 TONS Per TONS 12 Crushed Surfacing Base Course 120 _ _ _ _ _ _ TONS Per TONS 13 Fine Compost 350 _ _ _ —C _ CUBIC-YDS Per CUBIC-YDS 14 Temporary Erosion Control Blanket 1,550 _ _ _ _ _ _ SQ-YD Per SQ-YD 15 Stabilized Construction Entrance 230 Tons Per Tons 16 Erosion/Water Pollution Control 1 _ LS Per LS I Schedule Prices-Numbers Only Confidential Page 2 Elliot Spawning Channel Repair Project (Sales Tax Rule 170 Applies To This Project) SEE SPECIAL PROVISIONS SECTION 1-09.14 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 17 Planting 1 _ _ _ _ LS Per LS i 18 High Visibility Fence 280 _ _ _ _ _ _ LF Per LF 19 Log with Rootwad 27 EA Per EA 20 Relocated Logs 15 _ _ _ _ _ _ EA Per EA 21 MR-1 Anchors 54 EA Per EA 22 MR-3 Anchors 10 EA Per EA 23 Minor Changes 1 $ 10,000.00 $ 10,000.00 LS Per LS Subtotal I Tax (9.5%) r Total Addendum 1 CITY OF RENTON Elliot Spawning Channel Repair Project ADDENDUM NO. 1 Date Issued: April 24, 2012 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 the special provisions to include a Bid Item#17 description. Include the following parts into the bid document. SPECIFICATIONS(page SP-51): • Include the following SP-51 bid description for Planting(lump sum) into the special provisions. Sheet SP-51 is included as part of this addenda. .' z' Steve,Lee, PE,Project Manager, Surface Water Utility Ph#425-430-7205 S " ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA SIGNED: TITLE: NAME OF COMPANY: 00-ADDENDUM-1 BidIteml7.docx\ Addendum 2 CITY OF RENTON Elliot Spawning Channel Repair Project ADDENDUM NO. 2 Date Issued: April 26,2012 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 the special provisions of Bid Item#3 to include the following description. SPECIFICATIONS(page SP-47,Include into Bid Item#3): • Include the following description clarification for Contractor Supplied Surveying(lump sum) into the special provisions. 1. "The Surveyor will supply stamped pre-construction surface/contours, post grading surface/contours(to pre-spawning gravel elevations)and provide, at minimum, 20-feet between points for level surfaces as well as major breaks for top of slope and grade breaks to accurately calculate volumes." Steve Lee,EE, Project Manager, Surface Water Utility Ph# 425-430-7205 i i ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA SIGNED: TITLE: NAME OF COMPANY: 00-ADDENDUM-2 BidItem1doex\ CITY OF RENTON Elliot Spawning Channel Repair Project SWP-27-3605 ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA I ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA NO. DATE: + NO. DATE: NO. DATE: NO. DATE: NO. DATE: . SIGNED: TITLE: NAME OF COMPANY: ADDRESS: CITY/STATE/ZIP: TELEPHONE: t Subcontractor List Page 1 of 2 1 SUBCONTRACTOR LIST Elliot Spawning Channel Repair Project—SWP-27-3605 RCW 39.30-060 requires that for all public works contracts exceeding$1,000,000 that the bidder submit the names of all heating, ventilation and air conditioning, and plumbing subcontractors as described in chapter 18.106 RCW, and electrical subcontractors as described in chapter 19.28 RCW (this also includes the control system integrator subcontractor as well as other electrical subcontractors). If the subcontractors names are not submitted with the bid, or within one(1)hour after the published bid submittal time OR if two or more subcontractors are named to perform the same work, then the bid shall be considered nonresponsive and,therefore,void. Complete the following: If awarded the contract, will contract with the following subcontractors for the performance of heating,ventilation and air conditioning,plumbing,and electrical (including automatic controls)work: 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. hAfile sys\swp-surface water projects\swp-27-surface water projects(cip)\27-3605 elliott channel repair project\1202 bid package\13-subcontractor list- 2006-elliot.doc Revised 9/2006 Subcontractor List Page 2 of 2 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. Signature of Authorized Representative of Bidder Subscribed and sworn to be before me on this day of 200_ Notary Public in and for the State of Washington Notary(Print) Residing at My appointment expires: hAfle sys\swp-surface water projects\swp-27-surface water projects(cip)\27-3605 elliott channel repair project\1202 bid package\13-subcontractor list- 2006-elliot.doc Revised 9/2006 2 — CONTRACT SECTION INFORMATION ONLY Elliot Spawning Channel Repair Project ,4 SWP-27-3605 The contract documents in this section must be executed and submitted by the successful Bidder within ten(10) days following the Notice of Award. ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement(Contracts other than Federal -Aid FHWA) ❖Retainage Selection I 14-CONTRACT SECTION.DOC\ City f CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE hereby confirms and declares that: (Name of contractor/subcontractor/consultant) I I. It is the policy of the above-named contractor/subcontractor/consultant,to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex;the presence of a physical, sensory, or mental L,. disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. II. The above-named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable,the above-named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. Print Agent/Representative's Name Print Agent/Representative's Title Agent/Representative's Signature Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we,the undersigned as principal, and corporation organized and existing under the laws of the State of as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of S 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 i of the City of Renton. Dated at , Washington,this day of ,20_ Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-12-xxx providing for construction of Elliot Spawning Channel Repair Project SWP-27-3605 the principal is required to furnish a bond for the faithful performance of the contract; and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton,then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. Principal Surety Signature Signature Title Title I CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE i I I hereby confirms and declares that: (Name of contractor/subcontractor/consultant) I. It is the policy of the above-named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. II. The above-named contractor/subcontractor/consultant complies with all applicable federal, 1 state and local laws governing non-discrimination in employment. III. When applicable,the above-named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. { Print Agent/Representative's Name , 1 Print Agent/Representative's Title Agent/Representative's Signature Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. i H:\File Sys\SWP-Surface Water Projects\SWP-27-Surface Water Projects(CIP)\27-3605 Elliott Channel Repair Project\1202 Bid Package\16-Affidavit-fair Practices-FINAL 2011.doc CAG-12-065 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this ' day of _)ik \Q , 2012.by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and T.F. Sahli Construction, hereinafter referred to as "CONTRACTOR." WITNESSETH: 1) The Contractor shall within the time stipulated, (to-wit: within 60 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. SWP-27-3605 for improvement by construction and installation of. Elliot Spawning Channel Repair Project Work as described in"Scope of Work"dated April 2012 , 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 Contractors bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any I C 1-2009 I I 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten(10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) dgys 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. 1 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 ( ;ty ghall� withni�t fault nn its ina.t� }.� ;nad° a You y 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 I 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 C 1-2009 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 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 60 working days from the date of commencement. For each and every 1 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 pa-ent from i 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. 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 C 1-2009 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 firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 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 $306,753.30 numbers _Three Hundred and Six Thousand Seven Hundred Fifty Three and Thirty 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. 4 C 1-2.009 1 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 conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of 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 maybe 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 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 WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONT CTOR CITY OF NTON P esident/Partner/Own r Ma or Denis Law A Secretary Jas A. Set- , Deputy Ci y Clerk dba `�S G C'-r�n tau CA-LD V-) Firm Name check one ❑ Individual ❑ Partnership ❑ Corporation Incorporated in 5 CI-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. 1 t 6 C]-?009 CITY OF RENTON Elliot Spawning Channel Repair Project SWP-27-3605 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 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. 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. SIGNED: PRINT NAME: COMPANY: DATE: i INSURANCE INFORMATION and REQUIREMENTS Insurance Requirements See Special Provisions Section 1-07.18 See attached sample Acord Certificate,and Special Provisions,for changes to Acord Form. The Certificate holder should be address to: City of Renton ATTN: (enter City project contact 's name and department) 1055 South Grady Way Renton, WA 98057 t 19a-Insurance Reference.doc\ LF IITS REQUERED The(CONTRACTOR)shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Stop Gap Liability $ 1,000,000 *General Aggregate to apply per project(ISO Form CG2503 or equivalent). Automobile Liability Bodily Injury/Property Damage $ 1,000,000 (Each Accident) Workers'Compensation Coverage A(Workers'Compensation)-Show WA L&I Number Umbrella Liability 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 for up to two(2)years after completion of the project) Pollution Liability(If required) To apply on a per project basis Per Loss $ 1,000,000 Aggregate $ 1,000,000 i Insurancepk.doc\ 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. 2) Include a Waiver of Subrogation Clause. 3) Severability of Interest Clause(Cross Liability) 4) Policy may not be non-renewed, cancelled or materially changed or altered unless forty-five (45) days prior written notice is provided to CITY OF RENTON, Notification shall be provided to CITY OF RENTON by certified mail. The (CONTRACTOR) shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason,and shall reinstate the aggregate and the(CONTRACTOR'S)expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. the CONTRACTOR to keep Professional Liability coverage in effect for The CITY OF RENTON may require p ty g two(2)years after completion of the project. Insurancepk.doc\ i i I Clty Of CY I ......y:., _ ... INSURANCE REQUIREMENTS FOR CITY OF RENTON The City of Renton requires the industry standards: • $1,000,000 Commercial General Liability,with $2,000,000 in the aggregate • $1,000,000 Auto Liability(Needed if a vehicle will be used in performance of work. This would include delivery of products to worksite) • $1,000,000 Excess Liability(if 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) Requirements UNIQUE to the City of Renton: • Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy • Due to a statement found at the upper right of the ACORD form, please provide the endorsement page(s)from the Policy(ies), evidencing Primary&Non-contributory coverage • Modify the cancellation clause to state: "Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions." • Sample Contract Language • 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 and department here) 1055 South Grady Way Renton,WA. 98057 Direct any questions,comments or concerns to: Colleen Shannon—425.430.7658/desk 425.430.7650/ma in 425.430.76558/fax channonPrentonwa.gov i i I • The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation,within two business.days of their receipt of such notice. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach,immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith,with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. • All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. I i i PREVAILING MINIMUM HOURLY WAGE RATES City Certification of Payment of Prevailing Wages Form WASHINGTON STATE PREVAILING WAGE RATES FOR PUBLIC WORKS CONTRACTS REFERENCE The State of Washington Prevailing Wage Rates applicable for this public works contract,which is located in_King_County, may be found at the following website address of the Department of Labor and Industries: https://fortress.wa.gov/lni/wa elookup//prvWa,elg ookup.aspx Based on the bid submittal deadline for this project,the applicable effective date for prevailing wages for this project is March 15, 2012_. A copy of the applicable prevailing wages rates is also available for viewing at the office of the Owner,located at_Renton City Hall, 1055 South Grady Way,Renton, Washin on. Upon request,the Owner will mail a hard copy of the applicable prevailing wage rates for this project. ' 21a-State Prevailing Wages Reference.doc\ https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp-- ��1U1'pL.E State of Washington Department of Labor & Industries Prevailing Wage Section-Telephone 360-902-5335 PO Box 44540, Olympia,WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects,worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 2/9/2012 Coun Trade Job Classification Wage Holiday Overtime Note iKing Asbestos Abatement Workers Journey Level $40.03 5D 1H King Boilermakers Journey Level $57.99 5N 1C King Brick Mason Brick And Block Finisher $41.01 5A 1M King Brick Mason Journey Level $47.87 5A 1M King Brick Mason Pointer-Caulker-Cleaner $47.87 5A 1M King Building Service Employees Janitor $18.91 5S 2F King Building Service Employees Traveling Waxer/shampooer $19.32 5S 2F King Building Service Employees Window Cleaner(non-scaffold) $22.65 5S 2F [King Cabinet Makers(In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $48.63 5D 1M King Carpenters Bridge, Dock And Wharf Carpenters $48.47 5A 1M King Carpenters Carpenter $48.47 5D 1M King Carpenters Creosoted Material $48.57 5D 1M King Carpenters Floor Finisher $48.60 5D 1M King Carpenters Floor Layer $48.60 5D 1M King Carpenters Floor Sander $48.60 5D 1M King Carpenters Sawfiler $48.60 5D 1M King Carpenters Shingler $48.60 5D 1M King Carpenters Stationary Power Saw Operator $48.60 5D 1M [King Carpenters Stationary Woodworking Tools $48.60 5D 1M King Cement Masons Journey Level $49.15 7A 1M King Divers Et Tenders Diver $100.28 5D 1M 8A j King Divers ft Tenders Diver On Standby $56.68 5D 1M King Divers 8 Tenders Diver Tender $52.23 5D 1M King Divers Et Tenders Surface Rcv ft Rov Operator $52.23 5D 1M King Divers 8 Tenders Surface Rcv Et Rov Operator Tender $48.67 5A 1B King Dredge Workers Assistant Engineer $49.57 5D 1T 8L King Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L-King Dredge Workers Engineer Welder $49.62 5D 1T 8L I King Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L King Dredge Workers Maintenance. $49.06 5D 1T 8L King Dredge Workers Mates And Boatmen $49.57 5D IT 8L lKing Dredge Workers Oiler $49.19 5D 1T 8L King Drywall Applicator Journey Level $48.47 5D 1M King Drywall Tapers Journey Level $48.79 5P 1E IKing Electrical Fixture Maintenance Workers Journey Level $25.34 5L 1E King Electricians-Inside Cable Splicer $61.93 7C 2W King Electricians-Inside 1CabLe Splicer(tunnel) $66.55 7C 2W 1 of 13 02/09/2012 4:03 PM Department of Labor and Industries ��E STAPg o� Prevailing Wage o4 STATEMENT OF INTENT TO (360)902-5335 PAY PREVAILING WAGES www.I ni.wa.2ov/TradesLicensing/PrevWaae • This form must be typed or printed in ink. Public Works Contract • Fill in all blanks or the form will be returned for correction(see instructions). $40.00 Filing Fee Required • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at Intent ID #(Assigned by L&I) httl2s://fortress.wa. oe v/lni/pwigpub/SearchFor.asp p',�',o y a.,�'"'�,� . `�-"�,,.'_��:„ .�°-�r v. .°gym �.`' } �'r"�k-: i�'� -`�w ''� �`" �� .� d"Y v �_� »+E F<.,r. 4h4 a hi!'''.,"�` "�':s,�i yu ::;�r4• i0. v.'. �{��ra��r:a s�-+ 7�ur:Gbrt� an. formhon� � ,. ) rd, arum tl enc NYntFor.. aho. w,: t v.. '-n � r .� ;- Your Company Name Project Name Contract Number Your Address Awarding Agency City- State Zip+4 Awarding Agency Address Your Contractor Registration Number Your UBI Number City State Zip+4 Your Industrial Insurance Account Number Awarding Agency Contact Name Phone Number Your Email Address(required for notification of approval) Your Phone Number County Where Work Will Be Performed City Where Work Will Be Performed kwdt'tiohal Detatl5t k.' �r ", iisl!.1 ' ,) )'ais 3= : wk61i , 'iS `fin it¢t b,'fat S rs il,l",la;i ai t f $ i.0!5,54 Y K Your Expected Job Start Date(mm/dd/yyyy) Bid Due Date(Prime Contractor's) Award Date(Prime Contractor's) IJob Site Address/Directions Total Dollar Amount of Your Contract(including sales tax)or indicate time and materials,if applicable. $ ❑ T&M :,1!nds5., 1 "� �, � �d �;�i:Sz,, s ,+;,,,....m. > (� r p' tZa18D� 1[C.:..`, i:fGlCnt U Srr :h -, _�6.* l ,z# c ., .,I . Va"eat eK Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? Does this project utilize any weatherization or energy efficiency upgrade funds ❑Yes ❑No (ARRA or otherwise)? ❑Yes ❑No 3 "S"4u. a+ y . �s i Prinl �t5ittr'etbPsom aht 'tnftfiatldn�r�, 'crr)r �I ,3 �Pi, ft_rtoonratC) rsl:Coirt aYf,plYndrmahOti Prime Contractor's Company Name Prime Contractor's Intent Number Hiring Contractor's Company Name Prime Contractor's Registration Number Prime Contractor's UBI Number Hiring Company's Contractor Registration Number Hiring Contractors UBI Number 5a•`a �',+4:':.ix 'Y: �, rx rte' .9,.5 :a`. c6 .3,1 rg�.r:„>. vim° ',,,. ta ,�: aF fi. h �, t - v rss T .i .. Y s ? ",.,r v t; ' a 3. ,..t. , .3 .ae. a r � ,i , 4 ,,..i&t.n ."i ..°7.'RW ilrlO..mertt Tbfo mahun �' �� a. 1 #'',t, it c N - 5, :k.:! i,.a=k,..0,n � Do you intend to use ANY subcontractors? ❑Yes ❑No Will employees perform work on this project? ❑Yes ❑No Will ALL work be subcontracted? ❑Yes ❑No Do you intend to use apprentice employees? ❑Yes ❑No Number of Owner/Operators who own at least 30%of the company who will perform work on this project: ❑None(0) ❑One(1) ❑Two(2) ❑Three(3) Crafts/trades/Occupations—(Do not list apprentices. They are listed on the Affidavit of Wages Paid Rate of Hourly Wokers only.)If an employee works in more than one trade,ensure that all hours worked in each trade are reported Numbers Pa of Hourly Usual("Fringe") below. For additional crafts/trades/occupations lease use Addendum A. ry Benefits - Sl 5 I hereby certify that I have read and understand the instructions to complete this form and that the information,including any addenda,are correct and that all workers I employ on this Public Works Project will be aid no less than the Prevailin Wa e Rate(s)as determined b the Industrial Statistician of the De artment of Labor and Industries. Print Name: Print Title: Si nature: Date: -'` r 1 t:-. ?'' --^. s�'� .c 1:.,t," a n•, ,= �"� - 'i ^;d:,3¢r,4" 3 [+ s a. , �`, :f'a ."-:-+:: 'a' as" ti,,�" L r.,-.y: 3 p ',a #' 4�'.°�,, p: r 1<" _... t s„ tai4. q.s n ��i�'�I..x .M ,U.F x , ir 7 fa r. dM4M,.; m �'�.-;,ti�'u -' Ix .3h i��491a ^��`.,dy ' y z F,or.T�&I,Tlse.+Unl 's..o. i=;S :.. .r °�,. a. . 6R�t ,wn. A roved b si ature of the De artment of Labor and Industries Industrial Statistician NOTICE: If the prime contract is at a cost of over one million dollars(51,000,000.00),RCW 39.04.370 requires you to complete the EHB 2805(RCW 39.04.370)Addendum and attach it to your Affidavit of Wages of Paid when your work on the project concludes. This is only a notice.The EHB 2805 Addendum is not submitted with this Intent. F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor and Industries �a�ST"'E o Prevailing Wage c 6 Q STATEMENT OF INTENT TC (360)902-5335 www.Ini.wa.gov/TradesLicensin2RrevWage �� yna PAY PREVAILING WAGES yy iaas Public Works Contrac • This form must be typed or printed in ink. • Fill in all blanks or the form will be returned for correction(see instructions). $40.00 Filing Fee Requirea • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at Intent ID # (Assigned by L&I) b tl2s:Hfortress.wa. og v/lni/pwiapub/SearchFor.W Your Company Name Project Name C Your Address Awarding Agency City State Zip+4 Awarding Agency Address Your Contractor Registration Number Your UBI Number City State Zip+4 Your Industrial Insurance Account Number Awarding Agency Contact Name Phone Number Your Email Address(required for notification of approval) Your Phone Number County Where Work Will Be Performed City Where Work Will Be Performed A#ddrrional DeYarls .I „ _ i: �' fiiiYlracC Details{ '±4 t; i w ' I iE3 . Your Expected Job Start dd/yyyy) Bid Due Date(Prime 'Y` ` tor's) Award Date(Prime Contractor's) Job Site Address/Directions Total Dollar Amount of Your Contract(including sales tax)or indicate time and materials,if applicable. $ ❑T&M Does this project utilize American Recovery and Reinvestment Act(ARRA)fun Does this project utilize any weatherization or energy efficiency upgrade funds ❑Yes ❑No (ARRA or otherwise)? ❑Yes ❑No 1'nrineCgntracfarsom an �nf F , k, , a,.�P .� r . ;_ r ..;�.,�.. '� . •, �r►ng Contractar s,Compitny.;�s y,tea Prime Contractor's Company Name Prime Contractor's Intent Number Hiring Contractor's Company N Prime Contractor's Registration Number Prime Contractor's UBI Number Hiring Contractor's Contractor Registration Number Hiring Contractor's UBI Number inployment)nnlffllIDBtlOn �:,.. Do you intend to use ANY subco ❑Yes ❑No Will employees perform work on this project? ❑Yes ❑No Will ALL work be subcontracted? ❑Yes ❑No Do you intend to use apprentice employees? ❑Yes ❑No Number of Owner/Operators who own at least 30%of the company who will perform work on this project: ❑None(0) ❑One(1) ❑Two(2) ❑Three(3) Crafts/Trades/Occupations—(Do not list apprentices. They are listed on the Affidavit of Wages Paid Rate of Hourly Number of Rate of Hourly only.)If an employee works in more than one trade,ensure that all hours worked in each trade are reported workers pa y Usual("Fringe") below. For additional crafts/trades/occupations please use Addendum A. Benefits k �kS"A`'"± Si nature:Block � t ,:. n c (a I hereby certify that I have read and understand the instructions to complete this form. That the information,including any addendum(s),are correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name: Print Title: I Si nature: Date: _ F'or) &Itsc Ohl J A.. z Approved by the Department of Labor and Industries Industrial Statistician NOTICE: If the prime contract is at a cost of over one million dollars($1,000,000.00),RCW 39.04.370 requires you to complete the EHB 2805(RCW 39.04.370)Addendum and attach it to your Affidavit of Wages of Paid when your work on the project concludes. This is only a notice.The EHB 2805 Addendum is not submitted with this Intent. NUMBERED-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor&Industries INSTRUCTIONS e s7arF Prevailing Wage Program o`a b "4. P.O.Box 44540 STA]CEMENT OF INTENT TO PAY Olympia,Washington 98504-4540 "�,e�a°y? PREVAILING WAGES Phone(360)902-5335/Fax(360)902-5300 FOR PUBLIC WORKS CONTRACTS COMPLETE ALL FIELDS ON THE FORM The numbered blocks in the following instructions correspond to the numbered Statement of Intent to Pay Prevailing Wage above. In addition a completed sample form(without numbers)is included at the end of these instructions. Your Company Information- Enter the following information: a) Your Company Name and Address. . b) Your Contractor Registration Number—You can verify this number at: hgps:H fortress.wa.2ov/lni/bbip/Search.aspx. c) Your UBI Number(Unified Business Identifier)-This 9-digit number registers you with several state agencies and allows you to do business in Washington. You can verify this number at: hMs://fortress.wa.gov/dol/dolprod/bpdLicenseOuery/. d) Your Industrial Insurance Account Number— You can verify this number at: hM2s://fortress.wa.gov/lni/crpsi/MairLMenu.aspx?Messaizeld=200 1. e) Please provide your Email Address so that L&I can notify you of form approval and/or any required corrections. If you do not provide this information,L&I will use standard mail to send you correction notices. You can access approved forms at: hgps://fortress.wa.gov/l.ni/pwigpub/SearchFoL.asR. No notice of approval will be mailed. f) Your company Phone Number. Awarding Agency Information-Enter the following information regarding the agency that awarded the.contract. This information is available from the Prime Contractor: a) Project Name—This is the name the Awarding Agency assigned to the project. b) Contract Number—This is the number the Awarding Agency assigned to the project. c) Awarding Agency—This is the name of the agency that awarded the contract. d) Please enter the Street Address,City,State and Zip+4 for the Awarding Agency. e) Awarding Agency Contact Name and Phone Number—Enter the name and phone number of the person the Prime Contractor communicates with at the Awarding Agency. f) County Where Work Will Be Performed—Enter the name of the county where the work will be performed. If the work will be performed in multiple counties, include the names of all counties where work will be performed. g) City Where Work Will Be Performed—Enter the name of the city where the work will be performed. If the work will be performed outside the limits of any city,or in multiple cities,include the name of the nearest city. Additional Details a) Expected Job Start Date—This is the date that you expect to begun work on the project. b Job Site Address/Directions—Enter the specific address of the projector provide brief details regarding the location of the site,if no specific address exists. f Instructions-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Contract Details a) Bid Due Date—Enter the date the Prime Contractor had to submit the bid to the Awarding Agency for this project(mm/dd/yyyy). • What if my contract was not bid?—If the contract you will be working under was not required to be bid,you will enter the date the contract was awarded. b) Award Date—This is the date the awarding agency awarded the contract to the Prime Contractor (mm/dd/yyyy). c) Indicate the Total Dollar Amount of Your Contract—Enter the dollar amount of your contract, including the applicable sales tax. If this is a"time and materials"contract,please indicate this by checking the box next to"T&M." ARRA&Weatherization Funding Questions—Enter the information regarding the source of funds. This information should be obtained from the Awarding Agency or the Prime Contractor. a) Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? b) Does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Prime Contractor's Company Information—Enter the information about the contractor who has the direct contract with the Awarding Agency: a) Prime Contractor's Company Name—Enter the Prime Contractor's company name. b) Prime Contractor's Intent ID Number—Enter the Prime Contractor's Approved Intent ID Number. C) Prime Contractor's Registration Number—Enter the Contractor Registration Number for the Prime Contractor.You can verify the number at:hM2s:Hfortress.wa.Qov/lni/bbip/Search.aspx. d) Prime Contractor's UBI Number—Enter the UBI number for the Prime Contractor. You can verify this number at:bgps://fortress.wa.trov/dol/doll2rodibpdLicenseQuery. Hiring Contractor's Company Information—Enter the information about the Hiring Contractor. This is the contractor who hired or contracted your firm to perform work on this project: a) Hiring Contractor's Company Name—Enter the company name of the contractor who hired or contracted with your firm to perform work on this project. b) Hiring Contractor's Registration Number—Enter the Contractor Registration Number for the contractor who hired you.You can verify the number at: https://fortress.wa..-ov/lni/bbip/Search.aspx. c) Hiring Contractor's UBI Number—Enter the UBI Number for the contractor who hired you. You can verify this number at:hM2s://fortress.wa.Qov/dol/doll2rod/bpdLicenseQuerL/. Employment Information—Enter information about the individuals who will perform work on this project: a) Do you intend to use subcontractors?—If PART of the work will be performed by subcontractors you will hire,check the"Yes"box. b) Will employees perform work on this project?-If employees, including apprentices,will perform any work on the project,check the"Yes"box and'list each employee's applicable craft/trade/occupation. Do not list the actual apprentice,just the craft/trade/occupation the apprentice will be working in. Also,please note the information regarding apprentices in"d"below. If you choose"No"and this changes later,von certify that you will submit a new Intent form listinE workers. c) Will All work be subcontracted?—If ALL work will be performed by subcontractors,check the "Yes"box. d) Do you intend to use apprentice employees?—If you plan to employ apprentices on this project please be aware: o Any workers NOT registered with the Washington State Apprenticeship and Training Council(WSATC)must be paid the correct journey-level prevailing rate of wage. o Any apprentice NOT registered with the WSATC within 60 days of hiring must be paid at the correct journeylevel prevailing rate of wage for the time preceding the date of registration. Instructions-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 o You must be a registered training agent with the WSATC in order to pay a registered apprentice less than journey-level prevailing rate of wage. o To verify apprenticeship and/or registered training agent status call(360)902-5324. e) Number of Owners/Operators who own at least 30%of the company who will perform work on this project—Indicate the number of Owners/Operator(s)who will perform work on this project.If no 30%+Owners/Operators will perform work on the project,check the box"None". Crafts/Trades/Occupations—List each craft/trade/occupation of all workers you plan to employ on this prof ect. ❖ Crafts/Trades/Occupations If you indicated above that Owners/Operators will work on this project,and you also indicated above that no employees will perform work on the project,or ALL work will be subcontracted;then you do not need to fill in this section. (Individuals who own less than 30%of the company are not considered to be Owners/Operators,and must be listed as employees and paid the correct prevailing rate of wage.) Use Addendum A for additional Crafts/Trades/Occupations that will not fit on this form. Residential Construction—If you are using any residential classifications(e.g.Residential Carpenter, Residential Laborer, etc.)you must provide information regarding the following questions, on Addendum C, in order for L&I to determine if residential rates are being utilized appropriately: 1. Did the Awarding Agency,in compliance with RCW 39.12.030,determine that the project/work contracted for meets the definition of residential construction? 2. Please indicate the type of structure(e.g. single-family dwelling,duplex,apartment, condominium or other residential structure). 3. Including any basement or garage,bow many stories or levels does the structure have? 4. What is the facility used for?-Answer"yes"or"no"to each of the following options: a. Permanent residence only? b. Rehabilitation house? c. Transitional housing? d. Communal dining facility? e. Treatment services? f. Counseling? g. Other? 5. Does each dwelling unit have its own full, self-contained kitchen? 6. Does each dwelling unit have its own full bathroom? 7. Is there a community facility or manager's office on site? 8. Is any part of the facility used by members of the public? Landscape Construction—If you are using"Landscape Construction"or any of the sub-classifications within Landscape Construction(e.g.,Landscape or Planting Laborer,Irrigation or Lawn Sprinkler Installers or Landscape Equipment Operators or Truck Drivers)you must provide'u'if T ormation on Addendum C regarding the following aspects of the work in order for L&I to determine if you are appropriately applying Landscape Construction rates: 1. The beautification of a plot of land through addition of or modification to lawns,trees and bushes under the Landscape Construction Scope of Work(WAC 296-127-01346)is a limited universe and has.exclusions that may affect its application.Please provide L&I with the following information so we can verify whether the landscape construction wage rates apply to P g PP this project. a. Please describe the whole project—not just your part. b. Please describe your part(s)of the project—the tasks you performed,equipment used, and tools used.Please provide as much detail as you can. Instructions-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 c. If the project involves installing an irrigation system,trenching,installing French drains or other subsurface water collection systems,or spreading top soil or mulch, please tell us the relevant depths. 2. If Operating Engineers and/or Truck Drivers will be used in addition to Landscape Construction,describe the type of equipment used,and list the size or rated capacity of the equipment. p Number of Workers—Enter the number of journey-level workers you plan to employ on this project for that craft/trade/occupation. Rate of Hourly Pay—Enter the rate of hourly pay as defined by RCW 39.12.010,that you will actually pay the worker(s)for that craft/trade/occupation. 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 applicable prevailing rate of wage. Rate of Hourly Usual("Fringe")Benefits—Enter the rate of hourly Usual("fringe")Benefits for that r° craft/trade/occupation. This is the cost of usual benefits,as defined by RCW 39.12.010,that you will actually pay the worker(s). The amount listed for"Rate of Hourly Pay"plus the amount listed for"Rate of Hourly Usual ("Fringe")Benefits,"if any,must equal or exceed the applicable prevailing rate of wage. If there is not enough space to list all required information on one form,use the appropriate Addendum as needed.No additional fee is required for using Addendums to the form.No other attachments will be accepted. L&I's approval of your Statement of Intent to Pay Prevailing Wages is based on the information you provide.Approval of the form does not signify that the classifications of labor you listed on the form are the correct classifications of work for the tasks performed on the public works project.It is your responsibility to pay workers the prevailing rate of wage for the classification of work that correctly applies to the actual work they perform. Be sure to include your email address on the form. If you do not provide this information,L&I will use standard mail to send you correction notices.You will be able to access approved forms at: httys:Hfortress.wa.2ov/Ini/pwiapub/SearchFor.asy(No notice of approval will be mailed). f I � fDN : . RTIIERINFURMAIT"1' � � it { MAILING INSTR(ICTILDNS '„ �' P� 3� FU I l I [C I C ft 1 T You mush n�crrt; he�orrlpleted and send ryk ec ri e t —Pf sr�natu Ma elch jCS yabl a [ < ` f 1 form with orrarrra� re�a��otacopy VIII ya Repartrnent of Labor and Ina�ustr�tes 1 `I ©f a signature will not be accepted with the k i ` $4d'filing f��toy�` - �fy�uit�c�"rye gr�estion,�ar would tike assisttince a I I i J Ii2 C(Jri1�lE�In9��1B�Qi"i"![�rp1�LIS�CLt�r,L1SC(r u�4 j360) 90Z 5335 or' G'ilail lthe�Irevuilrrig{ In- epartrnent of I.abol�-&ldustrres t ;CI p ! , ` 'I Pr'WarlIng �Vr ge Program ry,' o �o Lri a e o�vF f gag eatr�w iw ` ,f ' IIkPOIlox44835� :. I , I Oyrnprer W.q{✓RSt� �834J I P 'v IIII 1 , Prevailing wage rates are available on the Internet at: hqp://www.Ini.wa.gov/TradesLicensing/PrevWage/Wa$eRates/default.asp Instructions-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor and Industries ���STATEO� Prevailing Wage o b STATEMENT OF INTENT TO 902-5335 #a www m PAY PREVAILING WAGES www.lni.wa.gov/TradesLicensing/PrevWag_e �'",� �� y"� • This form must be typed or printed in ink. 1889 Public Works Contract • Fill in all blanks or the form will be returned for correction(see instructions). $40.00 Filing Fee Required • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at Intent ID # (Assigned by L&I) hgps:Hfortress.wa. og v/lni/pwiVub/SearchFor.asp . ... re,'„ a, :..' c , s ,.,M"�...4,...,.�M �,.�. :a,M1^...n ::,a u� k,: , ":,:w, NIMBI",a C u " i- F,x erCd '.0 s*k 3i„p r A'. far, m. '„C,vr' 7 ,'^ ry - 'u a `f rmapon : ._ a t t,, �_ *r1w id a tnformahon : xa. :WIN i f n w 711 h� .: � 9 _��k � .,h..,l ,x t Af,'c�i. MI .981 MRS—Y'.,. -xt�„, 1,M,+”? s, 1 :.Ya.�i��. i, )�:.,�BI n.4 i .�.,- Your Company Name Project Name Contract Number - ABC Company,Inc. Road Repair 2011-0)B Your Address Awarding Agency 1234 Main Street WA State Department of Tran ation City State Zip+4 Awarding Agency Addres Olympia WA 98501-1234 PO Box 47354 Your Contractor Registration Number Your UBI Number. City State aZip+4 ABCCI*0123AA 123456789 Olympia WA 98501 Your Industrial Insurance Account Number Awarding �ncy Contact Name a '"'inber 111,111-11 John Do 55-5555 Your Email Address(required for notification of approval) Your Phone Number County Where Will Be Performed Where Work Will Be Performed prevailingwage @lni.wa.gov (555)555-5555 T s'to. Olympia M, .lb410 w HEea)Sd'1 ) =4112511 =142° V G gr1if mm *AS S u,. ?111104 Your Your Expected Job Start Date(mm/dd/yyyy) Bid Due Prime Co is Award Date(Prime Contractor's) 01/01/2011 8/01/201 08/10/2010 Job Site Address/Directions Vrate i"al D ollar Amount sour Contract(including State Street @ Plum Street r time and materials,if applicable. $1000.00 .,r ..,w;�r �a -§1F°htr! �.,.+{8"4 ,.4 g3 •- .:5v f 19,. �i C i :s�,�' �rvg} Y:» p,-ia wax.�r '-.:a n nw ',� .�i�u'3�i4� '�i'�d:. ( undSi I :a`'l..i4 ;,.,tx l,x l ik F( ',:+.t +t r3M,t s� a y Ne; C�t'lZatlOn, r n,, ent and .,lir`)k,, ¢°lam`k lam li ~fir !.: r � �rc�a s s IDoes this project utilize American Recovery and Reinvestment Act(ARRXJ Does this u ze any weatherization or energy efficiency upgrade funds E]Yes .®No (ARRA or o se)? [3 Yes ED No Prime Contractor's Company Name Pri Intent Nu , r WSU , tractor's Company Name XYZ Company,Inc. I; 456 r s,Inc. Prime Contractor's Registration Number Prime Contr is H' mg Contractor's Contractor Registration Number Hiring Contractor's UBI Number XYZIN*0123AA 987654321 SUPERPA123AA 321456987 ......„:L 0 M'.4V.'C,n , ,.P!!1; --%k'w,,':-.,. ^:. T 4+4 '.f!^•n 't;�'^..... ', "n4 d P 'W,.„ E:',^: :q P C�,' A C.'Yll:,- ,!T,tiIS, `^.°f.3Y” �, .,,. is^W, ',""..,,,,"H" .,3,':. „ ,'.,. !i's��.=x,r,zk�,�'"�.i�. ,� }° � � ���.::?' ..�hw"1�: :'t�, ai,�? '�.,s� w�.?s���g�, u��'F�i"Ek .,w��s,+�jlM,.at�::„:�r)rwE,:�c,>✓�,�„cf,,�w „�a�� pa r:�'a .`�.ii� �. w�,�,``iu".,Sri+ Do you intend to use ANY subcontracto ❑Yes Ko Will employees perform work on this project? ®Yes ❑No Will ALL work be subcontracted? ®No Do you intend to use apprentice employees? ®Yes ❑No Number of Owner/O s who own at leas 0° the comp ho will perform work on the project: ❑None(0) ®One(1) ❑Two(2) ❑Three(3) Crafts/TradesL[orks upations Do not list app tires. They are listed on the Affidavit of Wages Paid only.) Rate of Hourly If an employee in more than one trade,ens that all hours worked in each trade are reported below. Number of Rate of Hourly Usual("Fringe") For additional /trades/ p lease use " dum A. Workers Pay Benefits Laborer-Asphal` 1 2 39.28 5.00 Power Equipment Operator-Asphalt P : t Operator 1 48.04 235 Truck Driver-Asphalt Mix ds) 1 46.47 0.00 I hereby certify that I have read and understand the instructions to complete this form and that the information,including any addenda,are correct and that all workers I employ on this Public Works Project will be paid no less than the Prevailing age Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name: Print Title: Lignature: D ::�':°rT »a�1':�, r` '"+. -, y,'r ,.,, rff a';ry*avi31 "..., rte,... ..a,*u sd.';� Y4:,': 't s .„., a..: F1'or L18t1[td1lSe�nI e!G 1 C �{r„ 4pv R Viso-;^ ';d"i'q, A 3;:a9 s "c..�.�a 9:.x n.�,7re �:aa� ��F a Approved by signature of the Department of Labor and Industries Industrial Statistician NOTICE: If the prime contract is at a cost of over one million dollars($1,000,000.00),RCW 39.04.370 requires you to complete the EHB 2805(RCW 39.04.370)Addendum and attach it ro your Affidavit of Wages of Paid when your work on the project concludes. This is only a notice.The EHB 2805 Addendum is not submitted with this Intent. )AMPLE-F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor and Industries �STArgo� AFFIDAVIT OF WAGES PAIL, Prevailing Wage Program o b (360)902-5335 x Public Works Contract www.lni.wa.gov/TradesLicensinlz/PrevWaae �� yC) $40.00 Filing Fee Requires' • This form must be typed or printed in ink. Affidavit ID# (Assigned by L&I), • Fill in ALL blanks or the form will be returned for correction(see instructions). • Please allow a minimum of 10 business days for processing. • Once approved,your form will be posted online at: https://for-tress.wa.gov/lni/pwiUub/SearchFor.asp l°`"; 43.�.t" k, •.�".`�W1 Yourk; om an fonn,a#�,gn.w„ .t � i 'A.vyardtn1'ens.Tnformfion „� nrs ��,ls �;1 Your Company Name Project Name Contract Number Your Company Address Awarding Agency City State Zip+4 Awarding Agency Address Your Contractor Registration Number Your UBI Number City State Zip+4 Your Industrial Insurance Account Number Awarding Agency Contact Name Phone Number Your Email Address(required for notification of approval) Your Phone Number County Where Work Was Performed City Where Work Was Performed _r��� , 'k^� r.-- 4 &.-; ' �,v-^R - .r �.�s�.�.ts. CoriL"r"act�efails: .�. "�'� 't Your Job Start Date(mm/dd/yyyy) Your Date Work Completed(mm/dd/yyyy) Bid Due Date(Prime Contractor's) Award Date(Prime Contractor's) u Job Site Address/Directions Your Approved Intent ID# Indicate Total Dollar Amount of Your Contract l (including sales tax). $ EHB 2805(RCW 39.04.370)—Is the Prime Contractor's ❑Yes El No If you answered"Yes”to the EBB 2805 question and the Award Date is 9/1/2010 or contract at a cost of over one million dollars($1,000,000? later ou must complete and submit the EHB 2805(RCW 39.04.370)Addendum. :- upt Weatherrzahonswrs,_. e 'Efficreii"tunr7s r .. ,r 'c ? r,e, Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? Does this project utilize any weatherization or energy efficiency upgrade funds ❑Yes ❑No (ARRA or otherwise)? ❑Yes ❑No k �' Prime Contractor's Company Name Hiring Contractor's Company Name Prime Contractor's Registration Number Prime Contractor's UBl Number Hiring Contractor's Registration Number Hiring Contractor's UBI Number .4� rY „ s "' - 9+ '� a ret`'i e' a,"'`..tw” ,1 St •' 7,' -3F Y' '- mO men of t matl0n� 1$# "li „t s,..., Did you use ANY subcontractors? ❑Yes(Addendum B Required) ❑No Did employees perform work on this project? ❑Yes ❑No Was ALL work subcontracted? ❑Yes(Addendum B Required) ❑No Did you use apprentice employees? ❑Yes ❑No Number of Owner/Operators who own at least 30%of the company who performed work on this project: ii None(0) El One(1) ❑Two(2) ❑ Three(3) You must list the First and Last Name(s)of any Owner/Operator performing work below List your Crafts/Trades/Occupations Below-For Journey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly provide all of the information below. Owner/Operators-must provide their First and Last Workers Worked Pay Usual("Fringe") name no other information required. "Apprentices are not recorded below.You must Benefits use Addendum D to list Apprentices. MAIN �� � I hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on"this Public Works Project were paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name: Print Title: Signature: Date: or OTlseUnl'r ':A APPROVED: Department of Labor and Industries By Industrial Statistician F700-007-000 Affidavit of Wages Paid 3-2011 Department of Labor and Industries �STATE0 AFFIDAVIT OF WAGES PAID Prevailing Wage Program o b (360)902-5335 x Public Works Contract www.Ini.wa.gov/TradesLicensing/PrevWage $40.00 Filing Fee Required 0 iris�y • This form must be typed or printed in ink. Affidavit ID# (Assigned by L&I): • Fill in ALL blanks or the form will be returned for correction(see instructions). • Please allow a minimum of 10 working days for processing. • Once approved,your form will be posted online at https://fortress.wa.gov/lni/pwigpub/SearchFor.asp '=a...� •�.t�. x'°' �.t '�+Re�' ' a s`��' '����.-�- r .�aut,s �;.� ~'< �: '"zM.3 ,, � �. t a ��'� sx � � � �; 3. Your Company Name ® Project Name y Contract Number Your Address Awarding Agency City State Zip+4 Awarding Agency Address Your Contractor Registration Number Your UBI Number City State Zip+4 Your Industrial Insurance Account Number Awarding Agency Contact Name Phone Number Your Email Address(required for notification of approval) Your Phone Number County Where Work Was Performed City Where Work Was Performed -x n clAditlinal Ctatlsrc_ t , r _ _ CUnt1 act DE#arlS= x 4N 1 . Your Job Start Date(mm/dd/yyyy) Your Date Work Completed(mm/dd/yyyy) Bid Due Date(Prime Contractor's) Award Date(Prime Contractor's) Job Site Address/Directions Your Approved Intent ID# Indicate Total Dollar Amount of Your Contract (including sales tax). $ EHB 2805(RCW 39.04.370) �Jilme ractor's I f you answered"Yes"to the EHB 2805 question and the Award Date is 9/1/2010 or Contract at a cost of over one , 00,000)? ❑Yes ❑No later you must com lete and submit the EHB 2805(RCW 39.04.370)Addendum. �m sacw ti� iguY aye'°"r � x = ti s to Y d� z���: y, :a-*. a1RRAFuntlsy - t 1�+eat6ei�zhti'6jf,Fume EfGcrent 'ands. _ Does this project utilize American Recovery and Reinvestment Act(ARRA)fund oes this project utilize any weatherization or energy efficiency upgrade funds{ ❑Yes ❑No or otherwise)? ❑Yes ❑No a ;:,_04 Ennie�;o'iitrac�o�;� �oxn an:r�,form'�#�o �,,7�� ;°_'�, 3) ''= Nirm �onti•actox`',s�+udit an ,��5 � n� �`')t,�ro�� ��s , ,o s >� � Prime Contractor's Company Name Hiring Contractor's Company N Prime Contractor's Registration Number Prime Contractor's UBI Number Hiring Contractor's Registration Number Hiring Contractor's UBI Number m rrt r 1 �d s 4 �"''�" � r,�ot m to.meat? i'ormatu)n ,. t N y }r n # A,t Did you use ANY subcontractors? ❑Yes(Addendum B Required) ❑No Did employees perform work on this project? ❑Yes ❑No Was ALL work subcontracted? ❑Yes(Addendum B Required) ❑No Did you use apprentice employees? El Yes ❑No 'Number of Owner/Operators who own at least 30%of the company who performed work on this project: ❑None(0) ❑One(1) ❑Two(2) ❑ Three(3) You must list the First and Last Name(s)of any Owner/Operator performing work below List your Crafts/Trades/Occupations Below-For Journey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly provide all of the information below. Owner/Operators-must provide their First and Last Workers Worked Pay Usual("Fringe") name no other information required. "Apprentices are not recorded below.You must Benefits use Addendum D to list Apprentices. > 11 hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name: Print Title: Signature: Date: _ or_ &I Ilse Only e: .. APPROVED: Department of Labor and Industries 113y Industrial Statistician Numbered Version of F706-007-000 Affidavit of Wages Paid 3-2011 Department of Labor&Industries Prevailing Wage Program ��65TATfo� INSTRUCTIONS P.O.Box 44540 9 Olympia,Washington 98504-4540 �y°2 AFFIDAVIT OF WAGES PAID FOR Phone(360)902-5335/Fax(360)902-5300 PUBLIC WORKS CONTRACTS COMPLETE ALL FIELDS ON THE FORM The numbered blocks in the following instructions correspond to the numbered blocks on the numbered Affidavit of Wages Paid above. In addition,a completed sample form (without numbers)is included at the end of these instructions. Your Company Information— Enter the following information: a) Your Company Name and Address. b) Your Contractor Registration Number—You can verify this number at: hM2s:Hfortress.wa.eov/lni/bbij2/Search.aspx. c) Your UBI Number(Unified Business Identifier)—This 9-digit number registers you with several state agencies and allows you to do business in Washington. You can verify this number at: hiips://fortress.wa.gov/dol/dolprodibpdLicenseQue . d) Your Industrial Insurance Account Number— You can verify this number at: blWs:Hfortress.wa.gov/lni/cmsi/MainMenu.aspx?Messa,izeld=2001 e) Please provide your Email Address so that L&I can notify you of form approval and/or any required corrections.If you do not provide this information,L&I will use standard mail to send you correction notices.You can access approved forms at:hops://fortress.wa.gov/lni/pwigpub/SearchFor.asp. No notice of approval will be mailed. f) Your company Phone Number. Z i Awarding Agency Information—Enter the following information regarding the agency that awarded the contract. This information is available from the Prime Contractor: a) Project Name—This is the name the Awarding Agency assigned to the project. b) Contract Number—This is the number the Awarding Agency assigned to the project. c) Awarding Agency—This is the name of the agency that awarded the contract. d) Please enter the Street Address,City,State and Zip+4 of the Awarding Agency. e) Awarding Agency Contact Name and.Phone Number—Enter the name and phone number of the person the Prime Contractor communicates with at the Awarding Agency. f) County Where Work Was Performed—Enter the name of the county where the work was performed. If the work was performed in multiple counties,include the names of all counties where work was performed. g) City Where Work Was Performed—Enter the name of the city where the work was performed. If the work was performed outside the limits of any city,or in multiple cities,include the name of the nearest city. Additional Details r, a) Your Job Start Date—This is the date that you began work on the project. b) Your Date Work Completed—This is the date you completed work on the project.You cannot have a date in the future. c) Job Site Address/Directions—Enter the specific address of the project or provide brief details regarding the location of the site,if no specific address exists. d) Your Approved Intent ID#—Enter the 6-digit number,assigned by L&I, from the approved Intent form filed for this project. Instructions to F700-007-000 Affidavit of Wages Paid 12-2010 Page 3 of 5 I ¢ Contract Details a) Bid Due Date—Enter the date the Prime Contractor had to submit a bid to the Awarding Agency for this project(mm/dd/yyyy). • What if my contract was not bid?—If the contract you are working under was not required to be bid,you will enter the date the contract was awarded. b) Award Date—This is the date the Awarding Agency awarded the contract to the Prime Contractor (mm/dd/yyyy). c) Indicate the Total Dollar Amount of Your Contract—Enter the total amount of your contract, including the applicable sales tax. You must enter the final amount of your contract. You cannot enter Time and Materials on an Affidavit of Wages Paid. EHB 2805 (RCW 39.04.370) -F700-164-000 is an addendum to your Affidavit of Wages Paid Form.RCW 39.04.370 requires you to complete form F700-164-000 for contracts entered into between September 1,2010 and December 31,2013 if the Prime's contract is at a cost of over one million dollars($1,000,000).If you fail to properly provide the requested information more than one time between September 1,2010 and December 31,2013,pursuant to RCW 39.04.350(1)(f)you will not be considered a responsible bidder qualified to be awarded a public works project. Use as many of these forms as you need in order to provide the requested information for all relevant project items. This is an addendum to form F700-007-000. ARRA&Weatherization Funding Questions—Enter the information regarding the source of funds. This information should be obtained from the Awarding Agency or the Prime Contractor. a) Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? b) Does this project utilize any weatherization or energy efficiency upgrade funds(ARRA or otherwise)? Prime Contractor's Company Information—Enter information about the contractor who has the direct contract with the Awarding Agency: a) Prime Contractor's Company Name—Enter the Prime Contractor's company name. b) Prime Contractor's Registration Number—Enter the Contractor Registration Number for the Prime Contractor..You can verify the number at:hM2s:Hfortress.wa,izov/lni/bbip/Search.aspx. c) Prime Contractor's UBI Number—Enter the UBI number for the Prime Contractor. You can verify this number at:hitps:H fortress.wa.gov/dol/dolprod/bpdLicenseOueiy. Hiring Contractor's Company Information—Enter the information about the Hiring Contractor. This is the contractor who hired or contracted your firm to perform work on this project: a) Hiring Contractor's Company Name—Enter the name of the contractor who hired or contracted your firm to perform work on this project. b) Hiring Contractor's Registration'Number—Enter the Contractor Registration Number for the contractor who hired you.You can verify the number at:https:H fortress.wa.gov/ini/bbip/Search.aspx. c) Hiring Contractor's UBI Number—Enter the UBI Number for the contractor who hied you. You can verify this number at:Mips://fortress.wa.eov/dol/dolprodfbpdLicenseQuery/. Employment Information—Enter information about the individuals who performed work on this project: a) Did you use any subcontractors?-If PART of the work was performed by subcontractors you hired, check the"Yes"box and complete Addendum B. b) Did employees perform work on this project?-If employees,including apprentices,performed any work on the project,check the"Yes"box and list each employee's applicable craft/trade/occupation. If you utilized apprentices on this project you must complete Addendum D. c) Was ALL work subcontracted?-If ALL work was performed by subcontractors,check the"Yes" box and complete Addendum B. d). Did you use apprentice employees?—If you used apprentices on this project please be aware: Instruction to F700-007-000 Affidavit of Wages Paid 3-2011 1. Any workers NOT registered with the Washington State Apprenticeship and Training Council(WSATC)must be paid the correct journey-level prevailing rate of wage. 2. Any apprentice NOT registered with the WSATC within 60 days of hiring must be paid at the correct journey-level prevailing rate of wage for the time preceding the date of registration. 3. You MUST be a registered training agent with the WSATC in order to pay a registered apprentice less than journey-level prevailing rate of wage. 4. To verify apprenticeship and/or registered training agent status call(360)902-5324. e) Number of Owners/Operators who own at least 30%of the company who performed work on the project—Indicate the number of Owners/Operators who performed work on the project.If no 30%+ Owners/Operators performed work on the project,check the box"None". Crafts/Trades/Occupations and Apprentices—List the craft/trade/occupation of each worker,journey-level and apprentice,employed on this project. ❖ Crafts/Trades/Occupations If you indicated above that Owners/Operators worked on this project,and you also indicated above that no employees performed work on the project,and that ALL work was subcontracted,then you do not need to fill in this section. Individuals who own less than 30%of the company are not considered Owner/Operators under RCW 39.12 and must be listed as employees and paid at least the prevailing rate of wage for the work performed. Use Addendum A for additional Crafts/Trades/Occupations that will not fit on this form. Residential Construction -If you are using any residential classifications(e.g.Residential Carpenter, Residential Laborer,etc.)you must provide information regarding the following questions, on Addendum C,in order for L&I to determine if residential rates are being utilized appropriately: 1. Did the Awarding Agency,in compliance with RCW 39.12.030,determine that the project meets the definition of residential construction? 2. Please indicate the type of structure(e.g. single-family dwelling,duplex,apartment, condominium or other residential structure). 3. Including any basement or garage,how many stories or levels does the structure have? 4. What is the facility used for(answer"yes"or"no"to each of the following options)?: a. Permanent residence only? b. Rehabilitation house? c. Transitional housing? d. Communal dining facility? e. Treatment services? £ Counseling? g. Other? 5. Does each dwelling unit have its own fall,self-contained kitchen? 6. Does each dwelling unit have its own full bathroom? 7. Is there a community facility or manager's office on site? 8. Is any part of the facility used by members of the public? Instruction to F700-007-000 Affidavit of Wages Paid 3-2011 Landscape Construction-If you are using"Landscape Construction"or any of the sub-classifications within Landscape Construction(e.g.Landscape or Planting Laborer,Irrigation or Lawn Sprinkler Installers,Landscape Equipment Operators or Truck Drivers)you must provide information regarding the following questions,on Addendum C,in order for L&I to determine if Landscape Construction rates are being utilized appropriately: 1. The beautification of a plot of land through addition of or modification to lawns,trees and bushes under the Landscape Construction Scope of work(WAC 296-127-01346)is a limited universe and has exclusions that may affect its application.Please provide L&I with more information so we can verify whether the landscape construction wage rates apply to this project. a. Please describe the whole project—not just your part. b. Please describe your part(s)of the project—the tasks you performed,equipment used, and tools used.Please provide as much detail as you can. c. If the project involves installing an irrigation system,trenching,installing French drains or other subsurface water collection systems,or spreading top soil or mulch,please tell us the relevant depths. 2. If Equipment Operators and/or Truck Drivers were used,describe the type,and list the size or rated capacity of the equipment. ❖ Apprentices—If you employed apprentices on this project,list each apprentice by Name,Registration Number,Trade,the number of hours the individual had completed in the program when they started work(Beginning Hours)and ended work(Ending Hours)on the project,Beginning and Ending dates of work performed on this project,and Rate of Hourly Pay and Usual("Fringe")Benefits. 1. Any workers NOT registered with the Washington State Apprenticeship and Training Council(WSATC)must be paid the correct journey-level prevailing rate of wage. 2. Any apprentice NOT registered with the WSATC within 60 days of hiring must be paid at the correct journey-level prevailing rate of wage for the time preceding the date of registration. 3. You MUST be a registered training agent with the WSATC in order to pay a registered apprentice less than journey-level prevailing rate of wage. 4. To verify apprenticeship and/or registered training agent status call(360)902-5366. 5 Number of Workers—Enter the number of journey-level workers employed on this project for that craft/trade/occupation. >' Total Number of Hours Worked—Enter the number of hours worked for that Craft/Trade/Occupation. 13 Rate of Hourly Pay—Enter the rate of hourly pay,as defined by RCW 39.12.010,that you actually paid the workers for that Craft/Trade/Occupation. 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 applicable prevailing rate of wage. Rate of Hourly Usual("Fringes')Benefits—Enter the rate of hourly fringe benefits for thai Craft/Trade/Occupation. This is the cost of fringe benefits, as defined by RCW 39.12.010,that you actually paid to the workers. The amount listed for"Rate of Hourly Pay"plus the amount listed for"Rate of Hourly Usual ("Fringe")Benefits,"if any,must equal or exceed the applicable prevailing rate of wage. Instruction to F700-007-000 Affidavit of wages Paid 3-2011 If there is not enough space to list all required information on one form,use the appropriate Addendum as needed.No additional fee is required for using Addendums to the form.No other attachments will be accepted. L&I approval of your Affidavit of Wages Paid is based on the information you provide.Approval of the form does not signify that the classifications of labor you listed on the form are the correct classifications of work for the tasks performed on the public works project.It is your responsibility to pay workers the prevailing rate of wage for the classification of work that correctly applies to the actual work they perform. i t Be sure to include your email address on the form.If you do not provide this information,L&I will use standard mail to send you correction notices.You will be able to access approved forms at: https:ll fortress.wa.govllnilpwiapubISearchFor.asp(No notice of approval will be mailed). MAILING`INSTIt UCTl©NS - n, FURTHEIIINFO.RIVIATIDN i t , , F 3�ou must maPli the corn pleted and stgned f,�ii rni Make checks payable`to ,i; 't( witl��ar,�tnals�nc�ture(cl�photocn�y.afa i � � f'a ' Depar r►lerit of Labar and Indarstrres', '�r�'+ t '� 51,Gj7rL7tilrG'W3,�� fOtbeQCGeptBd),wltll the$40Ji1t11,� � 'I ,I. `{ � 't I` , F1.' `` r, I p hav ues e tcons or wr�u' (I IIN, „ tzbm leting the form,pteaFse cnlT us at(36flJ- NR- Management Serurces ,+ r ' � � � i � 5335 or enlaar,the� reualxing Wage offlae at �� ,„ �Department of Labar&^Industries � ' , ,, P, f PreyaJ In page 1?t Ogra)n lJw3 Lni wd Gov Prevailing wage rates are available on the Internet at: hM2://www.Ini.wa.gov/TradesLicensin revWa e/a WageRates/default.aM Instruction to F700-007-000 Affidavit of Wages Paid 3-2011 Department of Labor and Industries �STATE0 AFFIDAVIT OF WAGES PAID Prevailing Wage Program o b (360)902-5335 x Public Works Contract www.Ini.wa.gov/TradesLicensinp-/PrevWaae s o� ��'t 1689�Q1 $40.00 Filing Fee Required • This form must be typed or printed in ink. Affidavit ID# (Assigned by L&I): • Fill in ALL blanks or the form will be returned for correction(see instructions). • Please allow a minimum of 10 working days for processing. SAMPLE • Once approved,your form will be posted online at hns:Hfortress.wa.gov/lni/12wigpub/Seare For.asp raw s�s kri ewe - azra. nforama_ Your Company Name Project Name Contract Number ABC Company Road Repair 1123-456 Your Address Awarding Agency 1234 Main Street WA St Department of�T ansportation City State Zip+4 Awarding Agency Address`rC' � . Olympia WA 198501-1234 PO Box 123 Your Contractor Registration Number Your UBI Number City State Zip+4 ABCCI*0123AA 123456789 Olympia WA 198501 Your Industrial Insurance Account Number Awarding Agency Contact Kame Phone Number 111,111-I1 John 1366,,,p, (555).655-5555 Your Email Address(required for.notification of approval) Your Phone Number County Where Work Was Performed C,tty°Mere Work Was Performed prevailingwage@lni.wa.gov (555)555-5555 �r iZurston Olym to Atldrhonal€Detads �;. s � f" ,: ; icontl'hCt�Ctalls;- ,. 3 .: ,., -::.a ...: ,...��n,-��_ .�'E.....• ..,..€�.�c. ;;,r,s Your Job Start Date(mm/dd/yyyy)� Your Date Work Completed(mm/dd/yyyyr' Bid Due �atd��Prime Contractor's) f Award Date(Prime Contractor's) 2/1/2011 3/1/2011 `o 'i4/201 IT' 1/5/2011 Job Site Address/Directions Your Approved Intent ID# `°` PP Indicate TAtal�Dollaz Amount of Your Contract Plum and State Street 123456 W,'%,, (ncl ding sales tax). IS10,000.00 EHB 2805(RCW 39.04.370)—Is the Prime Contractor's 'v sVr If yod answered"Yes"to the EHB 2805 question and the Award Date is 9/1/2010 or Contract at a cost of over one million dollars($1,000,000)? ❑1 es ®No4 ! ,later ouvr ust complete and submit the EHB 2805(RCW 39.04.370)Addendum. ,, ds�^2 r. ?$�' RRAuirdS a�.% r i ? =k, sr a e;Vv� tI1Ct,zanOnorEne Ef£cieiit nd5 q, x I a Does this project utilize American Recovery and Reinvestment Act(ARRA)funds? this proJect'ut lize any weatherization or energy efficiency upgrade funds El Yes ®No `�� "' (ARRA,or otherwise)? ❑Yes ®No a wit st'a si}4q tea;r s• P .n °; a _.p y fo m_ Ttrtn vContractor srCflm'an :Yaformahonp: '�.: . -. z 'Prime Contractor's Company Name „ Hiring Contractor's Company Name XYZ Company , s:G A Company Prime Contractor's Registration Number pftrne Contractor's UBI Number Hiring Contractor's Registration Number Hiring Contractor's.UBI Number XYZCI*0123AA5764 _ t��,�. CBACI*0123AA 1456789123 ism D � �Or1a(1 't° ��' }, '.,��+U ,,30.1 ?:;tik r�'5..'.r.mr� tirj •!0r{r f,'�`- 'a• 4 .r, z.,. z ,. n: n'' *�,.n �x k':r.... �' 1 ,: y ; �, r n 7f°T S ',. u � , r Did you use ANY subcontractors? ❑Yes(ANS dufii lk auu ied) 4 0 N Did employees perform work on this project? ®Yes, ❑No Was ALL work subcontracted? .,,,[1-Yes(Addendum B Reauired) 0 N Did you use apprentice employees? y pp ❑Yes ®No Number of Owner/Operators whb 6 atleast30W.df.the1ompany who performed work on this project: �-°,e El None(0) ®One(1) E3 Two(2) El Three(3) You must list the First and Last Names of an Owner/O:erator performing work below List your Crafts/Trades/Occupations Below-For Journey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly n provide all of the information below. Owner/Operat** ors;-must provide their First and Last Workers Worked Pay Usual("Fringe") es name no other information required. Apprenticesyare not recorded below.You must Benefits use Addendum D to list Ap rentices. General Labor 2 153 41.23 8.54 Carpenter 5 210 52.26 10.13 ° , . .� .W am-. i a 4 I hereby certify that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s)as determined by the Industrial Statistician of the Department of Labor and Industries. Print Name:Jane Doe Print Title:Bookkeeper Signature: Date:3/5/2011 APPROVED: Department of Labor and Industries B Industrial Statistician SAMPLE-F700-007-000 Affidavit of Wages Paid 3-2011 CERTIFICATION OF PAYMENT OF PREVAILING WAGES Date: Ref: Pay Estimate No. Project Elliot Spawning Channel Repair Project SWP-27-3605 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. Company Name By: Title: List of Subcontractors Used on the Project: 20-City-Cert-PrevailingWages.doc\ it ENVIRONMENTAL REGULATION LISTING REOUIRElV1ENTS FOR THE PREVENT101U'OF RNVVT7ZONMENTAL POLLUTION 9NI? PRESERVATION OF PUBsIIC N TUIt�4L RES:OURCFS. In accordance with the provisions of Chapter 62, Laws of I973,11-B. 6?I;.the Contraet,or shall: secure any permits or licenses required:by and'.comply fully with all`provrsions.of the following:'. laws,ordinances,and resolutions Kind County Ordinance No 15'27 requires Building and ..Land .Developrrient Dryision and_ Hyclraulacs Division review of grading acid filling permits and unclassifie&,use permits -.in flood. hazard areas; Resolution No_36230 estabIashes storrn dram design statdards to be,incorporated into: project design standards to be incorporated into protect design y Engtieenng Services Review by Hydraulics Division. Kiiia Country Ordinance No. 800 No 900 Nb 1006 and Resolution N-6-87,18, No 24553' No 24834 hFo:5894 and No. 11242 contained in King County Code Titles 8 and IQ are provisions for di,spositio x 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 Aizency ReRulation I- A regulation to:,contrgl the emission of air contaminants from all sources within the Jurisdiction of the Puget Sound Air Pollution Control Agency (King, Pierce,Snohomish, and Kitsap Counties)in accordancewitlii the Washington Clean Air Act,R.C.W. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W_A_C. 18-02. Requires operators of stationary sources of air containinarits to maintain records of emissions, periodically report to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I. R.C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of all water Of the State consistent with public health and public enjoyment thereof, the propagation and protection of wildlife,birds,game, fish, and other aquatic life,and the industrial.development of the state, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. Lt is, unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of$5,000/day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. R.C.W.76-04.370: Provide for abatement of additional fire hazard(lands upon which there is if debris) and extreme fire hazard(areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner and/or person responsible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. H:\DNISION.SIUTILrrTE.S\WATER\RICK\Springbrook Spring\BIDSPEC.DOGbh REQUIRE, `IENTS FOR`THE FREVENN ,EN� MENTAL PLLT AND:. PRESERA;TIC)N..OF P.ULiC NATURAT>.RESURCES R.C.W. 70:94.660 Provides for rsswance of burning permits for abatmb or prevention of forest fire. hazard. ,instruction or agricultural operations R C.W. 76-04 310. `Stipulates that everyone clearing land or,clearing right o.'way shall pile and bb:I n or dispose of:by other satisfactory means;,:all forest de'bns cih thereon, as,rapm y ;as the cleanrl.g• or cutting progresses or, at such other tlrxles as Ilae department 'znay specify ;and rid compliance with the law,requrnng burn ingpezmtis.'. R C. W. 7844 Laws governing.°surface mrmng (including sand gravel, stone, and earth from. `borrow its: whreh rovde for fees;and: •ermrts,:.'lan or:?aperation,reclamation Ian:;:bondlm and P ) P. : P P P g inspection of operations. W.A.C. 332-IS: Delineates all: requirements of R C:W 76-04 pertaining to land clearing and` bvmzng, U—S.ARMY CORPS OF ENGINEERS Section I of the River and Harbor Act of Jvne 1,31 1902- Authorizes Secretary of Army and;Co ps. • of Engineers to issue.pernits to any.persons or corporation desi'rzng to:irrprove any navigable river at therown.eX:pense and risk-upon approval of the..;plans.'and specifications, Section 404`of the•Federal Water P:oilution Control Act (PL92-500 86 Stat. 81.61 Authorizes'the Secretary of.ibe Ar nny,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 andwildlife 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. i PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 25789 requires an unclassified use permit for filling, quarrying (including borrow pits and associated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subsequent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a. permit for construction on State shorelines. Permit acquired.by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, Iand tills, gravel pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Development Division. H:\[)rVISION.S\UTILn-LE.SNIVA7ER\PICK\5pringbrook Springs)BIDSPEC.DOGbh REQUIREIVIENTS FOR THE PRE MENTION Olti) lV�'TRQNIZENTAL.,PULLiITION AND 'RESERVATION OF'.PUI31:lC NATURAL RESfJURCFS ; WASHIN.GTONSTATE DEPARTM"T OF FISHERIES AND Chapter 112,Laws of 1949: Requires hydraulTCS ,perrni on certain projects. (King County Department:of Public Wbils will.obtAffi j WASHINGTON STATE DEPARTMENT OF ECOLOGY J. W.A.0 173'220 Requires a National Pollutant Discharge EI.irrunaton System (NPDES.) pernv:t. . before discharge of poll'tants from a .point source into the navigable waters. of the State of Washington- W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surface or ground water(such as gravel washing,pit operations, or any operation which results in a discharge which contains turbidity). W.A.C.508-12.100: Requires permit to use surface water. W.A.C. 508712-4,90' Requires that changes to pe,iniits 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 groundwater. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires peanut to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design,etc.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.150: Requires burning permit for all fires except for small outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to extreme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchantable timber. R.C_W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining operation(including sand,gravel,stone, and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3 1899: Requires permit for construction(other than bridges, see U.S.Coast Guard administered permits)on navigable waters (King County Department of Public Works will obtain.) H_\DIVISION.S\UTILrnE.S\WA7ERIR}CK1Springbrook Springs\BIDSPEC_DOGbh tEOUIREtiiENTS,FQR;THE P Y IIICOF Y ?NI OO ATN N ND:.. RESERVATI< 1'�,OF.'.PUB.IIC NA'TU•RAx.7ZES0URCES FIRE PROTECTION DISTRICT. R.C.W. 52.28.010 52.28.020 5�28.030 :52.28 040 5228tQ50: Provudes :authority, fo , requirements.of, and:penalt)es for fa�luxe `o secure a fare permit for build�ig an o(ien fire within.a fire protection distract. UNITED STATES:COAST GUARD Section.9 of River and`Harbor Act of March 3, 1 899, General:Budge`Act of Marc} '23 1906 and General Bridge Act of 1945 as an`ended 'li,uQUSt 2 195:6 �tequires a perruut for construction of ,{ brudge,on navagalsle waters(King Coumy Department of Public;forks wi71 gbtaln): Kung County: :. Department bf Public Works will°comply Wrth' pertinent sec:tuons of the following taws whsle securing the aforementioned permit Sec ion 4(f) of Department of Transppitation Act, National Environmental Policy Act of I969,514tez Quality Improvemezlt Act of 1`970. PUGE.T SOUND AIR ROLLUTION CONTROL AGEN Y 9 0 (d) (Z (�i) ofReuaoSection n I Request for verification of population density. Contractor should: sure.his operatuons.;are In eompl ance with Regulation I,particularly Section 9.02(outdoor fires);`Section 9:04 (particulate niatter--dust), and Section•9.15 (proven ing particulate matter from becoiuiing airborne). ENVIRONMENTAL PROTECTION AGENCY Title 40.-Chapter Ic, Part 61: Requires that the Environmental Protection Agency be notified five (5) days prior to the demolition of any structure containing asbestos material (excluding residential structures havingifewer 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 Offee of the Director of Public Works,900 King County Administration Building,Seattle,WA. 98104. It shall be the responsibility of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. H:\DrVISION.S\UnLrnE.S\WAT.ER\RICK\SpringbTook Springs\BIDSPECDOCAh WSDOT AMENDMENTS The WSDOT Amendments are incorporated in their Entirety. The First Page is included as a Reference - 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: 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 37 handling and delivery. 38 39 06.AP 1 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 48 Contractor costs to perform fabrication inspection on the following items: 49 ASSEMBLED AMENDMENTS 1 1 0 Steel Bridges and Steel Bridge components 2 0 Cantilever Sign Structures and Sign Bridges 3 0 Cylindrical, Disc, Pin, and Spherical Bearings 4 0 Modular Expansion Joints 5 0 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 trip 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 t ASSEMBLED AMENDMENTS 2 1 1-06.2(2)A General 2 Table 2 "Pay Factors" on page 1-39 is revised to read: 3 Table 2 l Pay Factors �1 PAY FACTOR Minimum Required Percent of Work Within Specification Limitsfor a Given Factor(PU+PL)-100 )1 Category n_3 n_4 nd 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 .1.05 100 100 100 100 100 100 100 100 100 100 1 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 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 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 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 0.86 48 52 55 58 59 61 62 64 66 67 69 70 72 74 76 (Continued) 5 6 7 Table 2 "Pay Factors" on page 1-40 is revised to read: Table 2 Pay Factors continued PAY FACTOR Minimum Required Percent of Work Within Specification Limits for a Given Factor(Pe+PL)-100 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 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 1 61 63 64 66 68 70 i� 0.80 40 44 48 50 52 54' 55 56 .58 60 62 63 65 67 69 J 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 �iiI Note:If the value of(Pu+Pry-100 does not correspond to a(Pu+PL)-i 00 vaiue in this table,use die neX smaller(Pu+PL)-100 value. 1 19 0 11 07.AP1 12 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 13 April 5, 2010 1� 14 . 1-07.13(4) Repair of Damage 15 The last sentence in the first paragraph is revised to read: i �� ASSEMBLED AMENDMENTS .3 1 In the second and fourth ara ra hs, the references to "TMA" are revised to read p 9 p 2 "Transportable Attenuator". _ 3 4 In the first paragraph, the first sentence is revised to read: 5 6 Where shown on an approved traffic control plan or where ordered by the Engineer, the 7 Contractor shall provide, operate, and maintain transportable impact attenuators as 8 required in Section 9-35.12. 9 10 In the third paragraph, the reference to trucks is revised to read host vehicle's". 11 12 1-10.4(2) Item Bids with Lump Sum for Incidentals 13 All references to 'Truck Mounted Impact Attenuator(s)" are revised to read "Transportable 14 Attenuator(s)". 15 16 In the eighth paragraph, the first sentence is revised to read: 17 ' 18 "Transportable Attenuator" will be measured per each one time only for each host 19 vehicle with mounted or attached impact attenuator used on the project. 20 21 In the last sentence of the ninth paragraph, the reference to "TMA" is replaced with 22 "transportable attenuator". 23 24 1-10.5(2) Item Bids with Lump Sum for Incidentals 25 All references to "truck mounted impact attenuator(s)" are revised to read "transportable 26 atenuator(s)". 27 28 01.AP2 29 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 30 April 5, 2010 31 2-01.3(2) Grubbing 32 In the first paragraph Item 2. e. is revised to read: 33 34 e. Upon which embankments will be placed except stumps may be close-cut or 35 trimmed as allowed in Section 2-01.3(1) item 3. 36 37 02.AP2 38 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 39 January 4, 2010 40 2-02.3 Construction Requirements 41 The fourth paragraph is revised to read: 42 1 j 43 The Contractor may dispose of waste material in Contracting Agency owned sites if the } 44 Special Provisions or the Engineer permits it. Otherwise, the Contractor shall arrange 45 to dispose of waste at no expense to the Contracting Agency and the disposal shall 46 meet the requirements of Section 2-03.3(7)C. 47 ASSEMBLED AMENDMENTS 6 �� 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 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. I 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 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 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, 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 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 i ASSEMBLED AMENDMENTS 8 W42G 30 W50G 42 W58G 63 W74G 66 Prestressed concrete tub girders 30 with webs with flanges WF36G, WF42G, W1750G, 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. 1 i ASSEMBLED AMENDMENTS 9 1 Concrete Placed In Percent of Specified Minimum Minimum Time Minimum Compressive Compressive Strength1 Stren th1 Columns, walls, non- — — 3 days 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. Bridge decks supported on 80 — 10 days wood or steel stringers or on steel or prestressed concrete girders.3 Box girders, T-beam 80 — 14 days girders, and flat-slab Su erstructure.3 Arches.3 1 80 — 21 days 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDO T FO P for r AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete placed affecting any span. 2 3 4 The third and fourth paragraphs are deleted. 5 f 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 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 foe 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-'/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-'h-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: 1 41 42 Cover to ties,and stirrups-may be 1/2-inch less than the values specified for main bars 43 but shall not be less than 1-inch. A A 45 6-02.3(24)F Mechanical Splices 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 49 of the unspliced bar. The ultimate tensile strength of the mechanical splice shall 50 exceed that of the unspliced bar. 51 I ASSEMBLED AMENDMENTS 11 { 1 6-09.3(6)B Deck.Repair Preparation 2 In the first paragraph, the second sentence is revised to read. 3 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 j 10 SECTION 6-10, CONCRETE BARRIER �J 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 i 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 19 6-10.3(6) Placing Concrete Barrier 20 The first paragraph is revised to read: 21 �J22 Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation 1 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 �s 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 %-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 %-inch vertically. 35 ' 36 12.AP6 37 SECTION 6-12, NOISE BARRIER WALLS 38 April 5, 2010 1 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. I 431 44 17.AP6 45 SECTION 6-17, PERMANENT GROUND ANCHORS 46 January 4, 2010 47 6-17.3(7) Installing Permanent Ground Anchors 48 In the third paragraph, the first sentence is revised to read: , ASSEMBLED AMENDMENTS 14 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 13 Polyethylene Culvert Pipe 9-05.19": 14 15 Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 1 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": i 30 31 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 32 High Density Polyethylene (HDPE) Pipe 9-05.23 33 34 7-04.5 Payment 35 This section is su pp lemented 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 k 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: 45 46 Corrugated Polyethylene Drain Pipe 9-05.1(6) 47 ASSEMBLED AMENDMENTS 15 1 8-01.3(1) General 2 In the sixth paragraph, the first sentence is revised to read: 3 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. 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 i 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) 36 October 1 through April 30 2-days maximum 37 May 1 to September 30 7-days maximum 38 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 f ASSEMBLED AMENDMENTS 16 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 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 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 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 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 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. 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 1 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 celluloseJiber mulch or wood fiber mulch is used as a 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 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) 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 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. 48 ` 49 In the second paragraph, number 1. is revised to read: 50 ASSEMBLED AMENDMENTS 18 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". 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)13 Quarry Spall Check Dam 50 The rock used to construct rock check dams shall meet the requirements for quarry 51 spalls. ASSEMBLED AMENDMENTS 19 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 8 This section is revised to read: 9 10 Coir logs shall be installed in accordance with the Plans. r 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: J 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 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. 42 43 When the depth of accumulated sediment and debris reaches approximately 'h the 44 height of an internal device or'/3 the height of the external device (or less when so 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 48 8-01.3(10) Wattles 49 In the first paragraph, the third sentence is revised to read: 50 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. ASSEMBLED AMENDMENTS 20 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". 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: 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 the 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 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 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 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 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. 50 ASSEMBLED AMENDMENTS 22 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 7r 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 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 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. 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 49 Way at http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be 50 used. 51 ASSEMBLED AMENDMENTS 23 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 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 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 48 All cuttings shall be planted immediately if buds begin to swell. 49 50 8-02.3(9) Pruning, Staking, Guying, and Wrapping 51 In the first paragraph, the last sentence is revised to read: 52 ASSEMBLED AMENDMENTS 24 I 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". 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: 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 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 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). 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 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. 47 48 This section is supplemented with the following new sub-section: 49 ASSEMBLED AMENDMENTS 26 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 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 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 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 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 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, 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: 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. 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 Y2-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 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 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. 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 ig shall be tested in accordance with Section 8-20.3(11). 45 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 1 2 The third paragraph is revised to read: 3 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 7 second after placement of valves and prior to testing. 8 9 The fourth paragraph is revised to read: 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 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.. 45 46 In the second paragraph "ordered" is revised to read "required". 47 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 , 51 downstream component until tested and approved for use by the local health authority 52 in accordance with Section 8-03.3(12). ASSEMBLED AMENDMENTS 30 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. I 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 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 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 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 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 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: 49 ASSEMBLED AMENDMENTS 32 1 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 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 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 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: 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 Y4-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 Al 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. 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 solderless 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 16 any rigid mold splice. 17 18 In the eleventh paragraph item number 5 is revised to read: 19 20 5. Video detection camera lead-in cable - the numbers of the phases the camera 21 served. 22 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 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 4.80 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 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. 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 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 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 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 29 stiffness or other properties as it deems appropriate. 30 31 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe 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 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 Manufacturers 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 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 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: 6 7 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement 8 Rehabilitation) 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 ASSEMBLED AMENDMENTS 38 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, 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 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 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 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.jpg 7 8 9-14.4(2)B Wood Fiber Mulch 9 Wood Fiber Mulch shall be thermally processed, defibrated, wood fiber from natural or 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 17 concrete or painted surfaces. 18 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 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 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.jpg ASSEMBLED AMENDMENTS 40 1 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 1/16 and Y2-inch. No single strand shall have a width or 24 thickness greater than '/-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 P 9 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 tion is revised d 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 4000 cPs minimum ASSEMBLED AMENDMENTS 41 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 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 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 %11 90 100 1/4" 1 75 1 100 23 Maximum particle length of 6-inches. 24 25 Medium Compost shall meet the following gradation: 26 Percent Passing Sieve Size Minimum Maximum 2" 100 ill 95 100 %11 90 100 %4" 75 85 27 Maximum particle length of 6-inches. 28 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 1" 90 100 ASSEMBLED AMENDMENTS 42 70 1100 %4" 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: 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 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 I 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 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 Or anic 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 1 2 ***Available at: 3 http://.soils.usda.Aov/education/resources/lessons/texture/textural tri hi.ipg 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 Erosion tested shall be loam as Equation (RUSLE) defined by the NRCS Soil Texture Triangle *** Thickness ASTM D 6525* 0.15-inch minimum Ground Cover ASTM D 6567* 98 perce nt 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.ipg 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 lb/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil type. 1.0 lb/sq. ft. minimum Protecting Soil tested shall be loam as ASSEMBLED AMENDMENTS 46 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.ip4 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 Loss shall be loam as defined by Equation (RUSLE) the NRCS Soil Texture Trian le ** Dry Weight per D 6475 0.50 lb/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil type. 2.0 lb/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 7 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 (QbOR) 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.org/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 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 Ibs/cf. ASSEMBLED AMENDMENTS 48 1 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 Y4-inch diameter 4 commercially available hemp rope. 5 6 9714.6(1) Description 7 The fourth paragraph is revised to read: 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 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 1/2 to 25 1'/-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 40 shall conform to the size and acceptable conditions as listed in the Contract, and shall 41 be free of all foreign plant material. 42 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 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 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. 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. 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. 5 6 9-15.4 Irrigation Heads 7 This section is supplemented with the following new paragraph: 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. 27 28 9-15.7(2) Automatic Control Valves 29 In the second paragraph, the first and second sentences are revised to read: 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 46 9-15.8 Quick Coupling Equipment 47 In the first paragraph, the first and second sentences are revised to read: 48 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 ASSEMBLED AMENDMENTS 51 1 In the fifth sentence of the first paragraph, "will" is revised to read "shall'. 2 3 9-15.9 Drain Valves 4 This section is revised to read: 5 6 Drain valves may be a '/z-inch or%-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 20 accommodate a %-inch hose connection, and shall be key operated. 21 22 9-15.11 Cross Connection Control Devices 23 This section is revised to read: 24 25 Atmospheric vacuum breaker assemblies (AVBAs), pressure vacuum breaker 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 29 Department of Health certified agency. 30 31 9-15.12 Check Valves 32 The last sentence is revised to read: 33 34 Valves shall have angled seats, Buna-N seals and threaded connections, and shall be 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 45 The third sentence is revised to read: 46 47 Valves shall be factory set to the flows as shown in the Plans. 48 49 9-15.17 Electrical Wire and Splices 50 This section is revised to read: 51 ASSEMBLED AMENDMENTS 52 � I 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 Dlt 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: '1 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 r 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. n 37 38 22.AP9 ji39 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 47 9-23.1 Sheet Materials for Curing Concrete 48 In the first paragraph, "AASHTO M 171" is revised to read "ASTM C 171". �1 ��� ASSEMBLED AMENDMENTS 53 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: w 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 i 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: 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 22 C105. Color shall be natural or black. 23 24 25 33.AP9 26 SECTION 9-33, CONSTRUCTION GEOSYNTHETIC 27 April 5, 2010 0 28 9-33.4(3) Acceptance Samples 2 v' 9 The third paragraph is revised to read: 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 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 40 Engineer. 41 42 35.AP9 43 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS .. 44 January 4, 2010 45 9-35.0 General Requirements , 46 In the first paragraph, the item"Truck Mounted Attenuator" is revised to read "Transportable 47 Attenuator". 48 �J ASSEMBLED AMENDMENTS 62 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 I 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 I 23 standard chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective 24 black and retro-reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with 25 the "V" 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 D City of �Y CITY OF RENTON SPECIAL PROVISIONS CERTIFICATION The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. 1,. 10�q 37382 Prepared by Phoebe Johannessen,P.E. Checked by Yammie Ho,P.E. Approved by Julie Brandt,P.E. Elliot Spawning Channel Repair Project Special Provisions City of Renton April 2012 Technical Specifications CITY OF RENTON SPECIAL PROVISIONS TABLE OF CONTENTS DIVISION 1—GENERAL REQUIREMENTS...............................................................................SP-1 1-01 DEFINITIONS AND TERMS..................................................................................... SP-1 1-01.1 General............................................................................................................SP-1 1-01.2 Abbreviations (Project No. SWP 27-3605SWP 27-3605)..................................SP-1 , 1-01.3 Definitions.......................................................................................................SP-1 1-02 BID PROCEDURES AND CONDITIONS..................................................................SP-4 1-02.6 Preparation of Proposal....................................................................................SP-4 1-02.6(1) Proprietary Information (New Section)...........................................................SP-4 1-02.12 Public Opening of Proposals............................................................................SP-4 1-03 AWARD AND EXECUTION OF CONTRACT.......................................................... SP-4 1-03.1 Consideration of Bids.......................................................................................SP-4 1-03.2 Award of Contract............................................................................................SP-5 1-03.3 Execution of Contract......................................................................................SP-5 1-04 SCOPE OF THE WORK............................................................................................. SP-6 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda ............................................................................SP-6 1-04.3 Contractor-Discovered Discrepancies (New Section)......................................SP-6 1-04.4 Changes...........................................................................................................SP-7 1-04.4(1) Minor Changes (Project No. SWP 27-3605)....................................................SP-7 1-04.6 Variation in Estimated Quantities (Project No. SWP 27-3605).........................SP-7 1-04.8 Progress Estimates and Payments.....................................................................SP-7 1-04.11 Final Cleanup...................................................................................................SP-7 1-05 CONTROL OF WORK................................................................................................ SP-8 1-05.4 Conformity With and Deviations from Plans and Stakes...................................SP-8 1-05.4(3) Contractor Supplied Surveying (New Section) ...............................................SP-9 1-05.4(4) Contractor Provided As-Built Information (New Section)...............................SP-9 1-05.7 Removal of Defective and Unauthorized Work...............................................SP-10 1-05.10 Guarantees.....................................................................................................SP-10 1-05.11 Final Inspection SP-11 1-05.11(1) Substantial Completion Date (New Section).................................................SP-11 1-05.11(2) Final Inspection Date (New Section)............................................................SP-12 1-05.11(3) Operational Testing (New Section)...............................................................SP-12 1-05.12 Final Acceptance............................................................................................SP-12 1-05.14 Cooperation with Other Contractors...............................................................SP-12 Elliot Spawning Channel Repair Project Special Provisions City of Renton April 2012 1-05.18 Contractor's Daily Diary (New Section).......................................................SP-13 1-06 CONTROL OF MATERIAL......................................................................................SP-14 1-06.1 Approval of Materials Prior to Use.................................................................SP-14 1-06.2(1) Samples and Tests for Acceptance..................................................................SP-15 1-06.2(2) r Statistical Evaluation of Materials for Acceptance..........................................SP-15 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC....................SP-15 1-07.1 Laws to be Observed.............................................................................. ........SP-15 1-07.6 Permits and Licenses......................................................................................SP-20 1-07.9(5) Required Documents......................................................................................SP-22 1-07.11(11) City of Renton Affidavit of Compliance (New Section)................................SP-22 1-07.12 Federal Agency Inspection......................................................:.......................SP-22 1-07.13(1) General..........................................................................................................SP-23 1-07.14 Responsibility for Damage(Project No. SWP 27-3605)..................................SP-23 1-07.15 Temporary Water Pollution/Erosion Control...................................................SP-23 1-07.16(1) Private/Public Property..................................................................................SP-23 1-07.16(4) Archaeological and Historical Objects(Project No. SWP 27-3605)................SP-25 1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains (Project No. SWP 27-3605)............................................................................SP-25 1-07.17 Utilities and Similar Facilities........................................................................SP-26 1-07.18 Public Liability and Property Damage Insurance............................................SP-27 1-07.18(1) General (New Section).................................................................................SP-27 1-07.18(2) Coverages (New Section) 1-07.18(3) Limits (New Section SP-30 1-07.18(4) Evidence of Insurance (New Section)...........................................................SP-31 1-07.22 Use of Explosives..........................................................................................SP-31 1-07.23(1) Construction Under Traffic.............................................................................SP-31 1-08 PROSECUTION AND PROGRESS...........................................................................SP-32 1-08.0 Preliminary Matters (New Section) .....................SP-32 1-08.0(1) Preconstruction Conference............................................................................SP-32 1-08.1 Subcontracting...............................................................................................SP-33 1-08.1(2) Hours of Work (New Section) (Project No. SWP 27-3605)...........................SP-34 1-08.1(3) Reimbursement for Overtime Work of Contracting Agency Employees (New Section)................................................................................................SP-34 1-08.2 Assignment....................................................................................................SP-35 1-08.3 Progress Schedule.................................................................:........................SP-35 1-08.4 Prosecution of the Work.................................................................................SP-36 1-08.4 Notice to Proceed and Prosecution of the Work...............................................SP-36 1-08.5 Time For Completion.....................................................................................SP-36 Elliot Spawning Channel Repair Project Special Provisions City of Renton April 2012 1-08.6 Suspension of Work.......................................................................................SP-37 1-08.9 Liquidated Damages ......................................................................................SP-38 1-08.11 Contractor's Plant and Equipment (New Section).........................................SP-38 1-08.12 Attention to Work (New Section) .................................................................SP-38 1-09 MEASUREMENT AND PAYMENT..........................................................................SP-38 1-09.1 Measurement of Quantities ............................................................................SP-38 1-09.3 Scope of Payment..........................................................................................SP-40 1-09.7 Mobilization..................................................................................................SP-41 1-09.9 Payments.......................................................................................................SP-42 1-09.9(1) Retainage.......................................................................................................SP-42 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts (New Section)................................................................................................SP-42 1-09.9(3) Final Payment (New Section).......................................................................SP-44 1-09.11(2) Claims...........................................................................................................SP-45 1-09.11(3) Time Limitations and Jurisdiction..................................................................SP-45 1-09.13(3)B Procedures to Pursue Arbitration....................................................................SP-45 BID ITEM DESCRIPTIONS .....................................................................................SP-46 1-09.14 Payment Schedule (New Section) (Project No. SWP 27-3605).....................SP-46 1-09.14(1) Basic Bid (New Section)..............................................................................SP-46 1-10 TEMPORARY TRAFFIC CONTROL......................................................................SP-54 1-10.1 General..........................................................................................................SP-54 1-10.2(1)B Traffic Control Supervisor..............................................................................SP-55 i 1-10.2(2) Traffic Control Plans......................................................................................SP-55 1-10.3 Traffic Control Labor, Procedures, and Devices..............................................SP-55 1-10.3(3) Traffic Control Devices..................................................................................SP-55 1-10.4 Measurement.................................................................................................SP-56 1-10.5 Payment.........................................................................................................SP-56 I 1-11 RENTON SURVEYING STANDARDS (New Section)............................................SP-57 1-11.1 Description SP-57 1-11.1(1) Responsibility for Surveys SP-57 1-11.1(2) Survey Datum and Precision..........................................................................SP-57 1-11.1(4) Field Notes 1-11.1(5) Corners and Monuments SP-58 1-11.1(6) Control or Base Line Survey SP-58 { 1-11.1(7) Precision Levels.............................................................................................SP-59 1-11.1(8) Radial and Station-Offset Topography.........................................................SP-59 1-11.1(9) Radial Topography.........................................................................................SP-60 I 1-11.1(10) Station-Offset Topography...........................................................................SP-60 Elliot Spawning Channel Repair Project Special Provisions City of Renton April 2012 1-11.1(11) As-Built Survey.............................................................................................SP-60 DIVISION 2 -EARTHWORK 2-01 CLEARINGS GRUBBINGS AND ROADSIDE CLEANUP, 60 2-01.1 Description....................................................................................................SP-60 2-01.2 Disposal of Usable Material and Debris .........................................................SP-65 2-01.2(1) Disposal Method No. 1 —Open Burning(OMITTED)..................................SP-65 2-01.2(3) Disposal Method No. 3 —Chipping(OMITTED)..........................................SP-65 t 2-01.4 Measurement (Project No. SWP 27-3605).....................................................SP-65 2-01.5 Payment.........................................................................................................SP-65 DIVISION 8 -MISCELLANEOUS CONSTRUCTION..............................................................SP-66 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL..............................SP-66 8-01.3 Construction Requirements...........................................................................SP-66 8-01.3(1) General.........................................................................................................SP- 66 8-01.3(1)D Dispersion/Infiltration ...................................................................................SP-67 8-01.4 Measurement.................................................................................................SP-67 8-01.5 Payment.........................................................................................................SP-67 8-02 ROADSIDE RESTORATION........................................................................................SP-67 8-02.1 Description....................................................................................................SP-67 8-02.2 Materials........................................................................................................SP-68 8-02.3 Construction Requirements ...........................................................................SP-69 8-02.3(11) Bark or Wood Chip Mulch SP-70 8-02.4 Measurement.................................................................................................SP-71 8-02.5 Payment.........................................................................................................SP-71 8-15 RIPRAP..........................................................................................................................SP-71 STREAMBED SEDIMENT................................................................................................SP-71 8-15.1 Description....................................................................................................SP-71 8-15.2 Materials........................................................................................................SP-71 8-15.3 Construction Requirements SP-72 8-15.4 Measurement SP-72 ................................................................................................. 01 c.✓c n ayii crA o-i✓ a .........................................................................................................SP-72 Elliot Spawning Channel Repair Project Special Provisions City ofRen ton April 2012 SPECIAL PROVISIONS DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS 1-01.1 General i Section 1-01.1 is supplemented with the following: 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. 1-01.2 Abbreviations (Project No. SWP 27-3605) DAHP Department of Archaeology and Historic Preservation SPU Seattle Public Utilities EMD Washington State Emergency Management Division FEMA Federal Emergency Management Agency 1-01.3 Definitions Section 1-01.3 is revised and supplemented with 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. Archaeologist The Contracting Agency's consultant that prepared the archeological report and Inadvertent Discovery Plan who may or may not administer the archaeological requirements during the construction program for the Contracting Agency. 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-I April 2012 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. Contract Completion Date: The date by which the work is contractually required to be completed. Substantial Completion Date: See Section 1-05.11(1) of these Special Provisions. Substantial Completion Date for the overall project shall be the date that the Owner accepts the last phase as shown on the Plans as substantially complete. Final Inspection Date: See Section 1-05.11(2). r Final Acceptance Date: The date the Contracting Agency accepts the work as complete per the contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. i Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by Owner for the construction engineering of a specific public works project. Inspector Owner's authorized representative assigned to make necessary observations of the work performed or being performed, or of materials furnished or being furnished by Contractor. 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 jshall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. I Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-2 April 2012 I Performance and Payment Bond Same as"Contract Bond"defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to Engineer's points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by Engineer for maintaining horizontal and vertical control of the work. Provide Means "furnish and install"as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive officer to the Department shall also refer to the Department of Planning/Building/Public Works Administrator. Shop Drawings Same as"Working Drawings"defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and Supplemental Specifications that apply to an individual project. The Special Provisions may describe work the Specifications do not cover. Such work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by Engineer at request of Contractor by means of drawings or documents necessary, in the opinion of Engineer, for the proper execution of the work. Such drawings and instructions are consistent with the Contract Documents. Utility Public or private fixed improvement for the transportation of fluids, gases,power, signals, or communications and shall be understood to include tracks, overhead and underground wires, / cables,pipelines, conduits, ducts, sewers, or storm drains. I Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-3 April 2012 1-02 BID PROCEDURES AND CONDITIONS 1-02.6 Preparation of Proposal The third paragraph and Item No. 1 under the third paragraph are 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. Add the following new section: 1-02.6(1) Proprietary Information (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 otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.12 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 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids Section 1-03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. I Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-4 April 2012 Ii 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: The contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract 1 Section 1-03.3 is revised and supplemented with the following: Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within 10 calendar days after the award date, the Contracting Agency may. grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires .persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires that 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. I Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-5 April 2012 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions . Specifications, and Addenda Revise the second paragraph of Section 1-04.2 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 Add the following new section: 1-04.3 Contractor-Discovered Discrepancies (New Section) 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 5 measurements. Contractor shall, prior to ordering material or performing work, report in writing to Engineer any error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If Contractor, in the course of this study or in the accomplishment of the work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check the same. Any work done after such discovery,until correction of Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be done at Contractor's risk. If extra work is involved,the procedure shall be as provided in Section 1-04.4 of the Standard Specifications. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-6 April 2012 1-04.4 Changes The last two paragraphs of Section 1-04.4 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. 1-04.4(1) Minor Changes (Project No. SWP 27-3605) Section 1-04.4(1)is revised as follows: Payments or credits for changes amounting to $20,000 or less may be made under the bid item"Minor Changes". At the discretion of the Contracting Agency,this procedure for Minor Changes may be used in lieu of the more formal procedure outlined in Section 1-04.4. 1-04.6 Variation in Estimated Quantities (Project No. SWP 27-3605) Section 1-04.6 is supplemented with the following: Because of the variable quantities that may be required for"Common Borrow Incl. Haul" and "Channel Excavation Incl. Haul", the provision of this section shall not apply to these items. The Engineer is given complete discretion as to the need and requirement for the use of these materials on the project. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented with the following: 1} The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of lump sum work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup i Section 1-04.11 is supplemented with the following: t I All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The lump sum contract price for "Finish and Cleanup" 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-7 April 2012 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviations from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey work, including such work as mentioned in Sections 1-05.4(1)and 1-05.4(2), 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey work shall be included in"Contractor Supplied Surveying", per lump sum. The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, fill, 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. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers, and monumentation that were not to be disturbed but were destroyed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error is furnished the Engineer. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for any error in alignment or grade. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey work shall be done in accordance with Section 1-11, Surveying Standards, of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by tl:e Erginee., per SectiC.. 1-ll.l(M The-- field notes shall i::clude all 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 Elliot Spawning Channel Repair Project Special Provisions City ofRenton SP-8 April 2012 the Contractor's expense. Costs for completing the survey work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying", per lump sum, if that item is included in the contracts. Add the following new section: 1-05.4(3) Contractor Supplied Surveying (New Section) When the contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey work may be continued. The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As- Built records for the project. If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As-Built records and other work the Engineer deems necessary, the Engineer may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied surveying from moneys owed to the Contractor. Payment per Section 1-04.1 for all work and materials required for the full and complete survey work required to complete the project and as-built drawings shall be included in the lump sum price for"Contractor Supplied Surveying". Add the following new section: 1-05.4(4) Contractor Provided As-Built Information (New Section) It shall be the Contractor's responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-9 April 2012 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: fences, channel top/bottom slopes, elevations of channels, locations of LWDs, backwater channel location, final contours, and permeable berm top width and bottom width. After the completion of the work covered by this contract, the Contractor's 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 with the following: 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 with the following: 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 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 Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-10 April 2012 Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced.pursuant to Section 1-05.8 "Owners Right to Correct Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the tight of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection Add the following new section: 1-05.11(1) Substantial Completion Date (New Section) When the Contractor considers the work to be substantially complete for the overall project, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date for the overall project. To be considered substantially complete for the overall project, 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 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-I1 April 2012 i 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. Add the following new section: 1-05.11(2) Final Inspection Date (New Section) When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final Inspection and the Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing , of the date upon which the Work was considered physically complete,that date shall constitute the Physical completion date of the Contract,but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. Add the following new section: 1-05.11(3) Operational Testing (New Section) 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 the first paragraph of Section 1-05.12 are replaced with the following: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-12 April 2012 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented with the following: 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. King County(Parks' bike trail near I-169). 2. City of Renton(water, sewer,transportation) 3. Private contractors employed by City of Renton Parks and Community Services for the golf course. Add the following new section: 1-05.18 Contractor's Daily Diary (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 Name and Number; if the Diary is in loose-leaf form, this information must appear on every page. The Diary must be kept and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of work accomplished during the day with adequate references to 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-13 April 2012 V 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 to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between Contractor and Owner that the Daily Diary maintained by Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this Contract. Failure of Contractor to maintain this Diary in the manner described above will constitute a waiver of any such claims or disputes by Contractor. Engineer or other Owner's representative on the jobsite will also complete a Daily Construction Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented with the following: The materials and equipment lists submitted to Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by Engineer as to conformity with the Contract Documents. Engineer will review the lists within 10 working Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-14 April 2012 days, noting required corrections. Contractor shall make required corrections and file 2 corrected copies with Engineer within 1 week after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve Contractor from responsibility for suitability for the intended purpose,nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1)is supplemented with the following: The finished Work shall be in accordance with approved samples. Approval of samples by Engineer does not relieve Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2) is supplemented with 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 with the following: Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to Engineer by Contractor. Contractor shall, at all times, enforce strict discipline and good order among all employees and shall not employ any person unfit or not skilled in the work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by Contractor. FEDERAL& STATE CONTRACTING PROVISIONS It is the contractor's responsibility to comply with all state and federal law in performing the tasks undertaken with respect to this contract. As applicable and required by Federal and State Law, the following provisions and references are included in this contract: 1. Equal Employment Opportunity — All contracts shall contain a provision requiring compliance with E.O. 11246, "Equal Employment Opportunity," as amended by E.O. 11375, "Amending Executive Order 11246 Relating to Equal Employment Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-15 April 2012 Opportunity," and as supplemented by regulations at 41 CFR part 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor." 2. Copeland "Anti-Kickback" Act (18 U.S.C. 874 and 40 U.S.C. 276c) — All contracts and subgrants in excess of $2,000 for construction or repair awarded by recipients and subrecipients shall include a provision for compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. 874), as supplemented by Department of Labor regulations (29 CFR part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). The Act provides that each contractor or subrecipient shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The CITY OF RENTON shall report all suspected or reported violations to the Federal awarding agency. 3. Contract Work Hours and Safety Standards Act (40 U.S.0 327-333) —Where applicable, all contracts awarded by recipients in excess of $2,000 for construction contracts and in excess of $2,500 for other contracts that involve the employment of mechanics or laborers shall include a provision for compliance with Sections 102 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-333), as supplemented by Department of Labor regulations (29 CFR part 5). Under Section 102 of the Act, each contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than 1 '/2 times the basic rate of pay for all hours worked in excess of 40 hours in the work week. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. 4. Rights to Inventions Made Under a Contract or Agreement — Contracts or agreements for the performance of experimental, developmental, or research work shall provide for the rights of the Federal Government and the recipient in any resulting invention in accordance with 37 CFR part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. �. �ieaii rvi PAUL (4� U.�.:. 1 4V i iii seq.' aiiu iiir Federal vvaiei Pollution Control Act (33 U.S.C. 1251 et seq.), as amended — Contractors and subgrants of amounts in excess of$100,000 shall contain a provision that requires the recipient to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401 et seq.)and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251 et seq.) Violations shall be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-16 April 2012 6. Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) — Contractors who apply or bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose any lobbying in non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient. 7. Debarment and Suspension (E.O.s 12549 and 12689) — No contract shall be made to parties listed on the General Services Administration's List of Parties Excluded from Federal Procurement or Nonprocurement Programs in accordance with E.O.s 12549 and 12689, "Debarment and Suspension." This list contains the names of parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding its exclusion status and that of its principal employees. 8. PUBLIC LAW 88-352, TITLE VI OF THE CIVIL RIGHTS ACT OF 1964(42 U.S.C. 2000d et seq.) (24 CFR Part 1). The CITY OF RENTON must comply with the provisions of "Public Law 88-352," which refers to Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d et seq.). The law provides that no person in the United States shall, on the grounds of race, color or national origin, be denied the benefits of, be excluded from participation in, or be subjected to discrimination under any program or activity receiving federal financial assistance. 9. SECTION 504 OF THE REHABILITATION ACT, 1973, AS AMENDED (29 U.S.C. 794). The CITY OF RENTON must comply with Section 504 of the Rehabilitation Act of 1973, as amended, which provides that no otherwise qualified individual shall, solely by reason of his or her disability, be excluded from participation (including employment), denied program benefits or be subjected to discrimination under any program or activity receiving federal assistance funds. 10. AMERICANS WITH DISABILITIES ACT (42 U.S.C. 12101, et seq.) The CITY OF RENTON shall comply with the provisions of the Americans with Disabilities Act, 42 U.S.C. 12101, et. sea. That Act provides a comprehensive national mandate to eliminate discrimination against individuals with disabilities. The Act may impose requirements on the CITY OF RENTON in four principle ways: 1) with respect to employment; 2) with respect to the provision of public services; 3) with respect to transportation; 4)with respect to existing facilities and new construction. 11. THE NATIONAL ENVIRONMENTAL POLICY ACT OF 1969 (NEPA) (42 U.S.0 Section 4321 et seq., and 24 CFR Part 58). The CITY OF RENTON shall comply with the provisions of the National Environmental Policy Act of 1969. The purpose of this Act is to attain the widest use of the environment without degradation, risk to Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-17 April 2012 it health or safety, or other undesirable and unintended consequences. Environmental review procedures, including determining and publishing a Finding of Significance or of No Significance for a proposal, are a necessary part of this process. Pursuant to these provisions, the CITY OF RENTON must also submit environmental certifications to the STATE EMD when requesting that funds be released for the project. The CITY OF RENTON must certify that the proposed project will not significantly impact the environment and that the CITY OF RENTON has complied with environmental regulations and fulfilled its obligations to give public notice of the funding request, environmental findings and compliance performance. 12. EXECUTIVE ORDER 11990, MAY 24, 1977: PROTECTION OF WETLANDS (42 F.R. 26961 et seq.) The CITY OF RENTON shall comply with Executive Order 11990. The intent of this Executive Order is (1) to avoid, to the extent possible, adverse impacts associated with the destruction or modification of wetland, and (2) to avoid direct or indirect support of new construction in wetlands wherever there is a practical alternative. The CITY OF RENTON, to the extent permitted by law, must avoid undertaking or providing assistance for new construction located in wetlands unless (1) there is no practical alternative to such construction, and (2) the proposed action includes all practical measures to minimize harm to wetlands which may result from such use. In making this determination, the CITY OF RENTON may take into account economic, environmental and other pertinent factors. 13. EXECUTIVE ORDER 11988, MAY 24, 1977: FLOODPLAIN MANAGEMENT (42 F.R. 26951 et seq). The CITY OF RENTON shall comply with the provisions of Executive Order 11988. The intent of this Executive Order is to (1) avoid, to the extent possible, adverse impacts associated with the occupancy and modification of floodplains, and (2) avoid direct or indirect support of floodplain development wherever there is a practical alternative. If the CITY OF RENTON proposes to conduct, support or allow an action to be located in a floodplain, the CITY OF RENTON must consider alternatives to avoid adverse effects and incompatible involvement in the floodplain. If siting in a floodplain is the only practical alternative, the CITY must, prior to taking any action (1) design or modify its actions in order to minimize any potential harm to the floodplain, and (2) prepare and circulate a notice containing an explanation of why the action is proposed to be located in a floodplain. 14. THE WILD AND SCENIC RIVERS ACT OF 1968, AS AMENDED (16 U.S.C. 1271 et seq.). The CITY OF RENTON shall comply with the Wild and Scenic Rivers A 1. The I.11l1�.JVJG VI t111J A l IJ lV pI C.ICIVG jCIGCiICU IIVCI, VI -'- UllJ VI IIVGIJ III their free-flowing condition, to protect the water quality of such rivers and to fulfill other vital national conservation goals. Federal assistance by loan, grant, license, or other mechanism cannot be provided to water resources construction projects that would have a direct and adverse effect on any river included or designated for study or inclusion in the National Wild and Scenic River System. 15. COASTAL ZONE .MANAGEMENT ACT OF 1972, AS AMENDED (16 U.S.C. 1451 et seq.). The CITY OF RENTON shall comply with the Coastal Zone Management Act of 1972, as amended. The intent of this Act is to preserve, protect, Elliot Spawning Channel Repair Project Special Provisions City ofRenton SP-18 April 2012 I develop, and where possible, restore or enhance the resources of the nation's coastal zone. Federal agencies cannot approve assistance for proposed projects that are inconsistent with the state's Coastal Zone Management program except upon a finding by the U.S. Secretary of Commerce that such a project is consistent with the purpose of this chapter or necessary in the interests of national security. 16. THE ENDANGERED SPECIES ACT OF 1973, AS AMENDED (16 U.S.C. 1531 et seq.). The CITY OF RENTON shall comply with the Endangered Species Act of 1973, as amended. The intent of this Act is to ensure that all federally assisted projects seek to preserve endangered or threatened species. Federally authorized and funded projects must not jeopardize the continued existence of endangered and threatened species or result in the destruction of or modification of habitat of such species which is determined by the U.S. Department of the Interior, after consultation with the state, to be critical. 17. THE RESERVOIR SALVAGE ACT OF 1960, AS AMENDED BY THE ARCHAEOLOGICAL AND HISTORIC PRESERVATION ACT OF 1974 (16 U.S.C. 469 et seq.). Under the Reservoir Salvage Act, the CITY OF RENTON must comply with provisions for the preservation of historical and archaeological data (including relics and specimens) that might otherwise be irreparably lost or destroyed as a result of any alteration of the terrain caused as a result of any federal construction project or federally licensed activity or program. Whenever the CITY OF RENTON finds, or is notified in writing by an appropriate historical or archaeological authority, that its activities in connection with any federal funded construction project or federally licensed project, activity or program may cause irreparable loss or destruction of significant scientific, prehistoric, historical or archaeological data, the CITY OF RENTON must stop work immediately and must notify the U.S. Secretary of Interior and the Department in writing and provide appropriate information concerning the project or program activity. 18. THE ARCHAEOLOGICAL AND HISTORICAL DATA PRESERVATION ACT OF 1974 (16 U.S.C. 469 a-1 et seq.). The CITY OF RENTON shall comply with the Archaeological and Historical Data Preservation Act, which provides for the preservation of historic and archaeological information that would be lost due to development and construction activities as a result of federally funded activities. 19. THE SAFE DRINKING WATER ACT OF 1974, AS AMENDED (42 U.S.C. Section 201, 300(f) et seq., and U.S.C. Section 349). The CITY OF RENTON must comply with the Safe Drinking Water Act, as amended, which is intended to protect underground sources of water. No commitment for federal financial assistance, according to this Act, shall be entered into for any project, which the U.S. Environmental Protection Agency determines, may contaminate an aquifer that is the sole or principal drinking water source for an area. 20. THE FEDERAL WATER POLLUTION CONTROL ACT OF 1972, AS AMENDED, INCLUDING THE CLEAR WATER ACT OF 1977, PUBLIC LAW 92-212 (33 U.S.C. SECTION 1251 et seq.). The CITY OF RENTON must assure compliance with the Water Pollution Control Act, as amended, which provides for the restoration of chemical, physical and biological integrity of the nation's water. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-19 April 2012 21. THE SOLID WASTE DISPOSAL ACT, AS AMENDED BY THE RESOURCE CONSERVATION AND RECOVERY ACT OF 1976 (42 U.S.C. SECTION 6901 et seq.) The CITY OF RENTON must assure compliance with the Solid Waste Disposal Act, as amended. The purpose of this Act is to promote the protection of health and.the environment and to conserve valuable material and energy resources. 22. THE FISH AND WILDLIFE COORDINATION ACT OF 1958, AS AMENDED (16 U.S.C. SECTION 661 et seq.) The APPLICANT must assure compliance with the Fish and Wildlife Coordination Act, as amended. The Act assures that wildlife conservation receives equal consideration and is coordinated with other features of water resources development programs. 23. RELOCATION ASSISTANCE AND REAL PROPERTY ACQUISITION POLICY, CHAPTER 8.26 RCW. The CITY OF RENTON shall comply with the provisions of Chapter 8.26 RCW and Chapter 365-24 WAC when its activities involve any acquisition of real property assisted under this Grant Agreement or the displacement of any family, individual, business, nonprofit organization or farm that results from such acquisition. 24. STATE ENVIRONMENTAL POLICY ACT (SEPA), CHAPTER 43.21 (C) RCW. The CITY OF RENTON shall comply with the provisions of Chapter 43.21(C) RCW and Chapter 197-11 WAC, the guidelines by which local agencies will (1) require environmental checklists from private and public entities considering an action potentially subject to the Environmental Impact Statement (EIS) requirement of SEPA, (2) make "threshold determinations" that such an action will not have a significant environmental impact, (3) provide for the preparation of a draft and final EIS if the action has significant impact, and (4) circulate the EIS to other agencies and interested parties. 25. NOISE CONTROL, CHAPTER 70.107 RCW. The CITY OF RENTON shall assure compliance with the state Noise Control Act. Objectives of the Act are to assist local governments in implementing local noise ordinances and to control and reduce excessive noise in Washington. 26. SHORELINE MANAGEMENT ACT OF 1971, CHAPTER 90.58 RCW. The CITY OF RENTON shall comply with the provisions of Chapter 90.58 RCW. This Act defines a planning program and a permit system, which are initiated at the local government level under state guidance. Its purpose is to protect and enhance the J LC3LV0 01 I01Gline anu it includes a comprehensive slloreli a in ento.y process ai u a master program for regulation of shoreline uses. A permit application at the local level must be in compliance with those plans and consistent with the state Coastal Zone Management program if substantial developments and shoreline modifications occur, and a record of the application and decision must be submitted to the state. 27. STATE BUILDING CODE, CHAPTER 19.27 RCW; ENERGY RELATED BUILDING STANDARDS, CHAPTER 19.27A RCW; AND PROVISIONS' IN BUILDINGS FOR AGED AND HANDICAPPED PERSONS, CHAPTER 70.92 RCW. The CITY OF RENTON shall comply with the provisions of Chapter 19.27 RCW, Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-20 April 2012 Chapter 19.27A RCW, Chapter 70.92 RCW and the regulations for building construction and for barrier free facilities adopted by the Washington State Building Code Council pursuant to these statutes. The State Building Code Act provides for a uniform state building code and mandates counties, cities and towns to administer and enforce its provisions. Local governments are authorized to modify the state building code to fit local conditions as long as such modifications do not result in a code that is less than the minimum performance standards and objectives contained in the state code. 28. OPEN PUBLIC MEETINGS ACT, CHAPTER 42.30 RCW. The CITY OF RENTON shall comply with provisions of Chapter 42.30 RCW which require that all meetings of the governing body which pertain to this Grant Agreement shall be open to the public except those where specific provision is made for executive sessions pursuant to RCW 42.30.110. 29. LAW AGAINST DISCRIMINATION, CHAPTER 49.60 RCW. The CITY OF RENTON shall comply with the provisions of Chapter 49.60 RCW in all activities relating to this Grant Agreement. 30. GOVERNOR'S EXECUTIVE ORDER 89-10, DECEMBER 11, 1989: PROTECTION OF WETLANDS, AND GOVERNOR'S EXECUTIVE ORDER 90-04, APRIL 21, 1990: PROTECTION OF WETLANDS. The CITY OF RENTON shall ensure that it avoids any activities that would adversely affect wetlands and adequately mitigates unavoidable impacts. For the purposes of this requirement, except where a contrary definition is provided by statute, mitigation means: (1) avoiding the impact altogether by not taking certain action or part of an action; (2) minimizing impacts by limiting the degree or magnitude of the action and its implementation, by using appropriate technology, or by taking affirmative steps to avoid or reduce impacts; (3) rectifying the impact by repairing, rehabilitating, or restoring the affected environment; (4) reducing or eliminating the impact over time by preservation and maintenance operations during the life of the action; (5) compensating for the impact by replacing, enhancing, or providing substitute resources or environments; and (6) monitoring the impact and taking appropriate corrective measures. Mitigation for individual actions may include a combination of the above measures. Mitigation may not include any of the above measures to the extent that they may be contrary to statute as applied under the particular circumstances. Emergency work that is essential to save lives and protect property and public health is exempt from these provisions. �I 1-07.6 Permits and Licenses I Section 1-07.6 is supplemented with the following: The Contractor shall comply with all construction-related provisions of the CORPS permit, the HPA, the NPDES Construction permit (when required for clearing over 1 acre), and other permits obtained by the City. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-21 April 2012 I The Contractor shall be responsible for making any changes required by the agencies, and payment of any fines, for violations of any construction related provisions. The City will not make additional compensation for any changes or fines due to the Contractors violations. 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 Replace the first sentence of the third paragraph of Section 1-07.9(5)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. The certified payrolls must be signed by a Certified Public Accountant in the State of Washington using the L&I standard payroll report form. Add the following new section: 1-07.11(11) City of Renton Affidavit of Compliance (New Section) 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 g Y P 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. Elliot Spawning Channel Repair Project Special Provisions City ofRen ion SP-22 April 2012 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 with the following: 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. 1-07.14 Responsibility for Damage (Project No. SWP 27-3605) Section 1-07.14 is supplemented with the following: All references to the "State," "Commission," "Secretary," "Department," and "officers and employees of the State"shall read"Contracting Agency." 1-07.15 Temporary Water Pollution/Erosion Control Section 1-07.15 is supplemented with the following: Work shall include isolating the spawning channel from the Cedar River and any dewatering activities necessary to construct the channel improvements. Specifically, work shall include furnishing, installing, maintaining, and removing sandbag dams, sumps, baker tank(s), pumping systems,piping, level spreaders and fish exclusion netting. 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented with the following: i 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-23 April 2012 i The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right- of-way, or franchise. All work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures which may be damaged as a result of the work under this contract. C. Easements, Cultivated Areas, and Other Surface Improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip top soil from the trench or construction area and stockpile it in such a manner that it may be replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side sewer contractors for all work, including excavation and backfill, on easements or rights-of-way which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and property Owner at least 24 hours in advance of any work done on easements or rights-of-way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such work shall be done to the satisfaction of the property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways)used by him if damaged. Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-24 April 2012 Asphalt concrete pavement or bituminous surfacing outside the project area that is disturbed by the work shall be restored to its original condition. Asphalt pavement restoration shall comply with the provisions of Section 5-04 (Hot Mix Asphalt) of the Standard Specifications. All other surfaces disturbed by the project shall be promptly replaced or relocated to original or better than condition. The Contractor shall restore all disturbed landscaping in conformance with Section 8- 02 (Roadside Restoration). In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.16(4) Archaeological and Historical Objects (Project No. SNAP 27-3605) Replace the first two paragraphs of Section 1-07.16(4)with the following: Archaeological or historical objects, such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint, which may be encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds and implement the Inadvertent Discovery Plan and the provisions of the DAHP permit included with these project Specifications. The Engineer will coordinate with the archaeological consultant to determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. The Engineer may require the Contractor to suspend work in the vicinity of the discovery until salvage is accomplished. If the Engineer finds that the suspension of work in the vicinity of the discovery increases or decreases the cost or time required for performance of any part of the work under this Contract, the Engineer will make an adjustment in payment or the time required for the performance of the work in accordance with Sections 1-04.4 and 1-08.8. 1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains (Project No. SWP 27-3605) Replace the first paragraph of Section 1-07.16(4)A with the following: If human.skeletal remains are encountered by the Contractor, they shall not be further disturbed. The Contactor shall immediately notify the Engineer of any such finds, and shall cease all work adjacent to the discovery, in an area adequate to provide for the total security and protection of the integrity of the skeletal remains. The Contractor shall implement the Inadvertent Discovery Plan and the provisions of the DAHP permit included with these project Specifications. The Engineer may require the Contractor to suspend work in the Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-25 April 2012 vicinity of the discovery until final determinations are made and removal of the skeletal remains is completed. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: 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 1-800-424-5555 At least 2, and not more than 10, working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by Contractor for locations. Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before Contractor begins work, or may be performed in Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-26 April 2012 I I conjunction with the contract work. Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to Contractor for reason of delay caused by the actions of any utility company and Contractor shall consider such costs to be incidental to the other items of the contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at Engineer's request. In no way shall the work described under Utility Potholing relieve Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is replaced with the following new sections: 1-07.18(1) General (New Section; 2011 update) The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies), or through sources approved by the State Insurance Commissioner, pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency, and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required, the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-27 April 2012 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 cause for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract, and no additional payment will be made. 1-07.18(2) Coverages (New Section) 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 that 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 a pp rove 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: 1. Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable). 2. Explosion, Collapse, and Underground Hazards. 3. Products/Completed Operations. 4. Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract). Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-28 April 2012 5. Broad Form Property Damage. 6. Independent Contractors. . 7. Personal/Advertising Injury. 8. Stop Gap Liability. B. Automobile Liability including all: 1. Owned vehicles. 2. Non-owned vehicles. 3. Hired vehicles. I C. Workers' Compensation: 1. Statutory Benefits (Coverage A) — Show Washington Labor & Industries Number. D. Umbrella Liability(when necessary): 1. Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability — (whenever the work under this Contract includes Professional Liability, 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. F. Pollution Liability — the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. 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. i B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause(Cross Liability). I I Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-29 April 2012 D. The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation, within two business days of their receipt of such notice. E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract,upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract, or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. 1-07.18(3) Limits (New Section) 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. Pollution liability is required. Commercial General Liability General Aggregate* $2,000,000** Products/Completed Operations Aggregate $2,000,000** Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage(Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liability Bodily Injury/Property Damage $1,000,000 (Each Accident) Workers' Compensation Statutory Benefits -Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability 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 Pollution Liability Each Occurrence/Incident/Claim $1,000,000 Aggregate $1,000,000 Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-30 April 2012 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 the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's expense to comply with the minimum limits and requirements as stated above and shall furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance (New Section) Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1- 07.18(3)as revised above. Other requirements are as follows: A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder". B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". I C. Amend the cancellation clause to state: "Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions." 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 with the following: I Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23(1) Construction Under Traffic Section 1-07.23(1)is supplemented with the following: The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, right-of-way owned by other agencies, or parking lots or areas which are Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-31 April 2012 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. Complaints of dust, mud, or unsafe practices and/or property damage to private Ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by Contractor. 1-08 PROSECUTION AND PROGRESS Add the following new sections: 1-08.0 Preliminary Matters (New Section) 1-08.0(1) Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures shown therein and all applicable field measurements.The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Engineer, and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: • 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). • List of materials fabricated or manufactured off the project. • Material sources on the project. • Names of principal suppliers. • Detailed equipment list, including"Rental Rate Blue Book"hourly costs (both working and standby rates). • Weighted wage rates for all employee classifications anticipated to be used on Project. • Cost percentage breakdown for lump sum bid item(s). Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-32 April 2012 • Shop Drawings(bring preliminary list). • Turbidity monitoring(if any) and moving of fish within project limits per project's HPA requirements. In addition, the Contractor shall be prepared to address: • Bonds and insurance • Project meetings—schedule and responsibilities • Provision for inspection of materials from outside sources • Responsibility for locating utilities • Responsibility for damage • Compliance with Contract Documents • Acceptance and approval of work • Labor compliance,payrolls,certifications • Safety regulations for Contractors' and Owner's employees and representatives • Suspension of work,time extensions • Change order procedures • Progress estimates -procedures for payment • Special requirements of funding agencies • Construction engineering, advance notice of special work • Any interpretation of the Contract Documents requested by Contractor • Any conflicts or omissions in Contract Documents • Any other problems or questions concerning the work • Processing and administration of public complaints • Other contracts The franchise utilities may be present at the pre-construction conference, and Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.1 Subcontracting Section 1-08.1 is supplemented with the following and with the following new sections: 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. Each and every contractor and subcontractor on a public works project must file their own Statement of Intent to Pay Prevailing Wages (Intent) and Affidavit of Wages Paid (Affidavit) forms. These forms must be filled out and finalized copies provided to the City. 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 Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-33 April 2012 employed by Contractor. Contractor shall be required to give personal attention to the work that is. sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and Owner. Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.1(2) Hours of Work (New Section) (Project No. SWP 27-3605) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not required. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be . revoked for these reasons. Permission to work Saturdays, Sunday, holidays of other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to : requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturday and holiday as working day with regards to the Contract.Time; and considering multiple work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such work necessitates their^resence. r 1-08.1(3) Reimbursement for Overtime Work of Contracting Agency Employees (New Section) Where the Contractor elects to work on a Saturday, Sunday, or other holiday, of longer than an 8-hour work shift on a regular working day,as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-34 April 2012 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. i 1-08.3 Progress Schedule Section 1-08.3 is supplemented with the following: The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project, or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path, the schedule shall show the float, or slack,time. 2. Procurement of material and equipment. 3. Submittals requiring review by Engineer. Submittal by Contractor and review by Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor,agent, or any third party. 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 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 jobsite, or special provisions of this Contract, or to reasonably meet the completion date of the project. Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind schedule, Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining work items will be completed within the authorized contract time. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-35 Apri12012 Contractor shall promptly report to Engineer any conditions which Contractor feels will require revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by Engineer. When such changes are accepted by Engineer, the revised schedule shall be followed by Contractor. Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth specific work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met, Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or any portion of the jobsite, and will relieve Owner of any responsibility for delays to Contractor in the performance of the work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Prosecution of the Work The title for Section 1-08.4 is revised to read: 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is supplemented with the following: Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurances have been approved and filed by the Owner. The Contractor shall not commence the Work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the Contractual obligation to complete the work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are replaced with the following: The work shall be physically completed in its entirety within ***60***working days. The physical completion date must be no later than October 15, 2012. The Contract Time shall Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-36 April 2012 begin on the Notice to Proceed Date, and shall end on the Contract Completion Date. All work within the ordinary high water line (OHWL) shall occur only between July 1 and September 1 per the provisions of the HPA. A nonworking day is defined as a Saturday, a Sunday, a day on which the contract specifically suspends work, or one of these holidays: January 1,Memorial Day,July 4, Labor Day,November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract Time has been established to allow for periods of normal inclement weather which, from historical records,is to be expected during the Contract Time,and during which periods, work is anticipated to be performed. Each successive working day,beginning with the Notice to Proceed Date and ending with the Physical Completion Date, shall be charged to the Contract Time as it occurs except a day or part of a day which is designated a nonworking day or an Engineer determined unworkable day. The Engineer will furnish the Contractor a weekly report showing(1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of nonworking days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. 1-08.6 Suspension of Work Section 1-08.6 is supplemented with the following: 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 Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-37 April 2012 Contractor's diligently pursuing the work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented with the following: 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 attorney's.fees, from Contractor. Add the following new section: 1-08.11 Contractor's Plant and Equipment (New Section) The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's equipment. 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 equipment. The Owner will be provided keys for all fenced, secured areas. Add the following new section: 1-08.12 Attention to Work (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 is supplemented with the following: Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-38 April 2012 i Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered work changes. Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Quantity and type of material delivered in cubic yards 3. Drivers name, date and time of delivery 4. Location of delivery,by street and stationing on each street 5. Place for Engineer to acknowledge receipt 6. Pay item number 7. Contract number and/or name It will be the 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 and loads can be verified by using the contractor's surveyor for pre- and post-construction topographical surveys. 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: Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-39 April 2012 1. Truck number 2. Truck tare weight(stamped at source) 3. Gross truck load weight in tons (stamped at source) 4. Net load weight(stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name If the project uses Tons as a unit of ticketing, then the material hauled away shall be dried as much as possible and shall not be tallied as `wet' unit weight. 1-09.3 Scope of Payment Section 1-09.3 is supplemented with the following: Unless modified otherwise in the Contract Provisions, the Bid Items listed or referenced in the "Payment" clause of each Section of the Standard Specifications, will be the only items for which compensation will be made for the Work described in or specified in that particular Section when the Contractor performs the specified Work. Should a Bid Item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the work is not stated as included in or incidental to a pay item in the contract and is not work that would be required to complete the intent of the Contract per Section 1- 04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit Bid Item price in the Proposal Form requires that said unit Bid Item price cover and be considered compensation for certain work or material essential to the item, then the work or material will not be measured or paid for under any other Unit Bid Item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit Bid Items appearing in these Specifications are changed to singular form. Payment for Bid Items listed or referenced in the "Payment" clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be "furnished" under one payment item nnrl";nzfn11Pr1"iini -r nnnth.-r 11gvmp1'lt—item, such itP.mc chnll h-p firrnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or,if such items are not to be incorporated into the work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-40 April 2012 1-09.7 Mobilization Section 1-09.7 is supplemented with the following: 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 and requested. 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 within the staging areas shown on the Plans. Unless otherwise shown on the Plans or allowed through temporary construction easements, storage shall not interfere with use of the City of Renton right-of- way(ROW) or easements, and commercial and residential access. The Contractor shall prepare a Work Plan that shall include the following: A. Mobilization Plan showing the proposed location for storage of all equipment, materials, and staging. B. Proposed Construction Schedule and Sequence for all major items of work. C. Temporary Erosion/Water Pollution Control Plan for all stages of the project if differing from the proposed Temporary Erosion/Water Pollution Control Plan. D. Traffic Control Plan if differing from the proposed Traffic Control Plan and shall include provisions for cleaning, watering and sweeping of any impacted roadways. E. Trench Excavation Safety Systems Plan/Provisions (if needed or used). F. Temporary Water Diversion Plan and De-watering Plan G. Identify Disposal Sites for various waste materials, and provide copies of the site's permits and approvals. The Work Plan shall be submitted to the Engineer for review and approval within 14 days of the contract award. Payment will be made for the following bid item(s): "Mobilization", per lump sum. 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 65 percent of this item will be paid after the Contractor is fully in operation, and construction on the new storm system has begun. Up to 20 percent of this item will be paid after the Contractor has completed the boring for Phase 1 and has started boring operations for Phase 2. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-41 April 2012 10 Percent will be paid when the project is complete, cleanup and restoration is complete, and all items are completed to the satisfaction of the Owner. The remaining 5 percent will be paid after the Final Pay Estimate is approved by the City Council. 1-09.9 Payments Section 1-09.9 is supplemented with the following: Applications for payment shall be itemized and supported to the extent required by Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of Contractor's right to payment as Engineer may direct. Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule(see Section 1-08.3). 1-09.9(1) Retainage Section 1-09.9(1)is supplemented with the following: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law and if Owner has no unsatisfied claims against Contractor. In the event claims are filed, Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such amount as is required to satisfy any claims by Owner against Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until Contractor, if requested, delivers to Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall reimburse to Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. Add the following new section: 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts (New Section) In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12, and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-42 April 2012 r'- 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 based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the 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 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 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-43 April 2012 The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, 1. no legal action has commenced to resolve the validity of the claims, and 2. the Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section will be made. A payment made pursuant to this section shall be considered as payment make under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment make in good faith. Add the following new section: 1-09.9(3) Final Payment (New Section) Upon Acceptance of the Work by the Contracting Agency the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the Final Payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the work; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority(MBE) or women business enterprises (WBE)participating in the Work. Such affidavit shall certify 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. Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-44 April 2012 Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents, If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor which will provide 30 calendar days for the Contractor to submit the necessary documents. The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the contract will apply to contracts that are completed in accordance with Section 1-08.5 of for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and regulations — Federal, State, or local — that affect the contract. The dated the Contraction Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date(Section 1-05.12). 1-09.11(2) Claims Paragraph 5 of Section 1-09.11(2)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. I 1-09.11(3) Time Limitations and Jurisdiction The first sentence of the first paragraph of Section 1-09.11(3)is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the county where the work is performed. 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented with the following: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of.King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof, 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious i or without reasonable foundation. In the latter case, all costs shall be borne by the Contractor. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-45 April 2012 BID ITEM DESCRIPTIONS Add the following new section and subsections: 1-09.14 Payment Schedule (New Section) (Project No. SWP 27-3605) 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 i 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 is an outline of the basic bid items that will determine the low bidder for this project. Measurement and Payment, where described in a bid item, shall supersede Measurement and Payment listed in other sections of the Special Provisions and Standard Specifications. Bid Item 1: Mobilization and Demobilization (Lump Sum) "Mobilization/Demobilization" includes the complete cost of furnishing and installing, complete and in-place, all work and materials necessary to move equipment and personnel to the jobsite, 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 suiroiin"i-g nic3S during construction. 1VIobilization and demobilization also includes supplying the project sign,installing the sign and re-moving/haul away the sign. The Contractor shall provide all required Project Signs for the Project, including such work as shown on the Drawings, in the City Standard Details, and elsewhere in these specifications. Measurement for Project Sign shall be per each. Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-46 April 2012 The unit contract price for Project Sign shall be full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install this item. Removal and disposal of the sign is included within this bid item. Mobilization shall be in accordance with Special Provision 1-09.7 (Mobilization). Payment will be made in accordance with Special Provision 1-09.7 (Mobilization). Contractor will demobilize equipment and materials upon final punch list fixes as approved by the Engineer. Any damaged property, damaged access, pavement, or other adjacent properties shall be replaced in-kind by the contractor. Bid Item 2: Spill Prevention, Control, and Counter Measures Plan (Lump Sum) The Contractor shall include all work and materials to develop and implement a "Spill Prevention, Control, and Counter Measures Plan" (SPCC) for the duration of the project. Plan shall conform to the requirements of Standard Specification Section 1-07.15(1). The lump sum price shall be full pay for all costs associated with creating, submitting for acceptance, and implementing the SPCC Plan. Payment will be made in accordance with the schedule in Standard Specification Section 1-07.15(1). Bid Item 3: Contractor Supplied Surveying (Lump Sum) "Contractor Supplied Surveying" shall include all work and materials for the full and complete survey work required to complete the project and as-built drawings as specified in Special Provision 1-05 (Control of Work) and Special Provision 1-11 (Renton Surveying Standards). In addition to the work described within Special Provisions sections 1-05 and 1- 11, the surveyor shall also confirm pre-project ground surface and post construction topographical surface, cut. and fill staking during construction, and volumes as needed/directed by the Engineer per City surveying standards to determine payments for excavation pay estimates. Payment will be complete compensation for all labor,materials, electronic files, calculations, equipment, travel, and surveying needed to construct the improvements to the line and grade as shown on the Plans, to provide the required construction and as-constructed (record drawing) field notes and drawings required to complete this item of work in conformance with the Contract Documents. Payment will be prorated over the construction period based on the amount of work completed for construction surveying, staking, and as-built information. Prorating shall be subject to approval of the Engineer. No more than 70 percent of the bid amount for this item shall be paid prior to the review and acceptance of the as-built information by the Engineer. Bid Item 4: Temporary Traffic Control (Lump Sum) "Temporary Traffic Control" shall meet the requirements of Special Provisions Section 1-10 (Temporary Traffic Control). This bid item includes all traffic control needed for work during and outside of normal working hours. (Note: Traffic control for this bid item also includes flagger labor necessary Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-47 April 2012 to warn pedestrians at the King County trail when a truck is turning into and out of the project site from Maple Valley Highway. See Special Provisions Section 1-10 for more detail.) All adjustments to the Traffic Control Plan are considered incidental, and no additional payment will be made for adjustments. Measurement of"Temporary'Traffic Control" shall be per lump sum and in accordance with Special Provisions Section 1-10 (Temporary Traffic Control). Payment for "Temporary Traffic Control" will be in accordance with Special Provisions Section 1-10(Temporary Traffic Control). Bid Item 5: Clearing and Grubbing (Acre) Work performed under "Clearing and Grubbing" shall include clearing and grubbing activities within the clearing and grubbing limits and the cut/fill lines as shown on the Plans. This work shall also include removing woody debris from the existing channel in locations shown on the Plans or as directed by the Engineer and clearing of the Proposed Haul Route along the existing levee. All cleared and grubbed material shall be hauled offsite and disposed of to an acceptable location approved by the City as part of the submittal process. No burning, chipping, or burying on-site will be allowed as part of this bid item work. Larger diameter logs (greater than 8" diameter) shall be placed per Engineers' direction during construction. Placement may include placing logs on the uphill side of the channel and wedged between larger trees to prevent future movement during floods. Placement of logs will be paid under a separate bid item. Measurement of"Clearing and Grubbing"shall be per acre and in accordance with Special Provisions Section 2-01 (Clearing and Grubbing). Payment of"Clearing and Grubbing" shall be in accordance with Special Provisions Section 2-01 (Clearing and Grubbing). Bid Item 6: Construction Geo-textile for Separation (Square Yard) Work performed under this bid item shall include furnishing and placing Construction Geotextile for Separation under the Heavy Loose Riprap in the levee as shown in the Plans. Bid Item 7: Common Borrow Incl. Haul (Cubic Yard) This work includes use of Common Borrow to fill in any low areas in the channel to establish the subgrade profile in the channel. Measurement and Payment shall be per the WSDOT Standard Specification Section 2-03 and shall include all materials, labor, equipment and compaction necessary to achieve base elevation below the streambed gravels and channel side slope elevations. Common Borrow material shall be obtained from on-site and shall be free of invasive vegetation. Bid Item 8: Channel Excavation Incl. Haul (Cubic Yard) This work includes excavating the channels to the elevations as shown on the plans. The A- line channel (spawning channel) shall be excavated to the subgrade elevation (which is 1- foot below finished grade). Furnishing, hauling, and placement of streambed sediment shall be paid under the Bid Item for Streambed Sediment. The B-line channel (backwater channel) Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-48 April 2012 r- shall be excavated to finished grade. This work also includes removal of the existing levee repair section down to the sub-grade elevation as shown on the Plans. Material removed from the B-line channel may be stockpiled and may meet the specifications for Streambed Sediment. Material removed from the existing levee section may be reused if it meets the specification for Heavy Loose Riprap. Stockpiled materials that are not reused shall be disposed of at an approved off-site location at the expense of the Contractor. Measurement shall be per cubic yard as described in Standard Specification Section 2-03. Payment shall be per cubic-yard as described in Standard Specification Section 2-03. Bid Item 9: Heavy Loose Riprap (Ton) This work includes furnishing and placing Heavy Loose Riprap to construct the levee as shown on the Plans. Placing construction geotextile for separation between the heavy loose riprap and the native soils shall be part of bid item for Construction Geotextile. Measurement shall be per ton as described in Standard Specification Section 8-15.4. Payment shall be per ton as described in Standard Specification Section 8-15.5 with truck tickets submitted weekly of each load. Bid Item 10: Quarry Spalls (Ton) This work includes furnishing and placing Quarry Spalls to construct the levee as shown on the Plans. Measurement shall be per ton as described in Standard Specification Section 8-15.4. Payment shall be per ton as described in Standard Specification Section 8-15.5 with truck tickets submitted weekly of each load. Bid Item 11: Streambed Sediment(Ton) This work shall include furnishing and placing streambed sediment in accordance with Special Provision Section 8-15 (Streambed Sediment). Bid Item 12: Crushed Surfacing Base Course (Ton) This work shall include furnishing and placing Crushed Surfacing Base Course on the levee haul route to the depths and locations shown on the Plans. Measurement shall be per ton as described in Standard Specification Section 4-04.4. Payment shall be per ton as described in Standard Specification Section 4-04.5 with truck tickets submitted weekly of each load. Bid Item 13: Fine Compost(Cubic Yard) This work includes amending existing soil with fine compost prior to planting of restoration area plants. This shall be used as part of restoration of areas disturbed where it is not feasible to use the existing channel as a haul route for channel construction. Refer to the planting plans for details on applying the fine compost. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-49 April 2012 I , � I Measurement shall be per cubic-yard as described in Standard Specification Section 8-02. Payment shall be per cubic-yard as described in Standard Specification Section 8-02 with tickets submitted weekly of each delivery and at the end of each week at the latest. Bid Item 14: Temporary Erosion Control Blanket(Square Yard) This work includes placement of temporary erosion control blanket on disturbed slopes along the spawning channel as specified on the Plans for areas with riparian planting areas AND on cut and fill slopes greater than 4H:1 V. The erosion control blanket shall be coir fabric type that naturally decays and shall be wrapped and anchored along the upper slope area to prevent displacement. Bid Item 15: Stabilized Construction Entrance (TONS) A stabilized construction entrance shall be placed at the location shown on the Plans or as directed by the Engineer. Measurement shall be per ton. Payment shall be per ton and includes materials, delivery, placement and removal where indicated on the plans. Bid Item 16: Erosion/Water Pollution Control (Lump Sum) "Erosion/Water Pollution Control" includes planning, furnishing, installing, maintaining, and removing temporary erosion control measures that are needed for project construction, which are not included in other bid items. 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 watercourses, onto the Maplewood Golf Course, or to other off-site areas. Work under this bid item shall also include temporary sandbag dams, fish exclusion nets, bypasses, and any dewatering necessary to complete the work including pumps, sumps, pipes, two baker tanks, and one level spreader. The temporary structures used for erosion and water pollution control shall be moved along the channel as work progresses and as needed, including the level spreader. Dewatering activities shall not impact the Maplewood Golf Course. The Contractor shall develop a "redlined" Erosion Control Plan and Dewatering Plan and submit it to the Engineer for review and approval. The Erosion Control Plan shall be based on the 2009 King County Surface Water Design Manual, as adopted by the City, to follow the proper construction practices. In addition, the contractor shall comply by the HPA permit issued by the State Department of Fish and Wildlife. 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. The Contractor shall submit a fish removal plan that specifies the means, methods and timing for fish removal from the spawning channel before the channel is dewatered. Fish removal shall be completed by a qualified biologist approved by the City. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-50 April 2012 I i �i ,, - � � (. _ Bid Item 17: Planting (Lump Sum) Measurement for Planting shall be per lump sum and follow Special Provision 8-02 (Roadside Restoration). The lump sum bid price for the Planting bid item shall be full compensation for all labor, materials, and equipment necessary to install the plants including, but not limited to plants, mulch, herbivore protection collars, 60-protective anti-grazing enclosures, and minor excavation. The City's biologist will direct the Contractor as to which plants are to have anti- grazing enclosures installed. Work shall also include plant establishment, watering to ensure survival and plant replacement through the first year. A week of construction time for planting may be moved to October to promote growth. Compost is included under the bid item for"Fine Compost". The following quantities of plants shall be required: • Vine Maple,#2 Cont. = 14 • Big Leaf Maple, #2 Cont. = 10 • Red Alder,#2 Cont.= 10 • Oregon Ash,#2 Cont. = 10 • Sitka spruce,#2 Cont. = 10 • Douglas Fir,#2 Cont.=5 • Cascara,#2 Cont. = 10 • Pacific Willow, 36"Ht.,Live stake=408 • Scoulers Willow,36"Ht.,Live stake= 10 • Western Red Cedar,#2 Cont. = 19 0 Serviceberry, 1 gallon=76 • Red Twig Dogwood, 36"Ht., Live Stake=76 • Salal, #1 Cont. =76 • Wild Mock Orange, 1 Gallon= 76 • Pacific Ninebark,41 Cont.= 100 • Red Flowering Currant,#1 Cont. = 76 • Nootka Rose,#I Cont. = 76 • Snowberry,#1 Cont. =228 Elliot Spawning Channel Repair Project Special Provisions - City of Renton SP-51 April 2012 Bid Item 18: High Visibility Fence (Linear Foot) High Visibility Fence shall be installed along the perimeter of the channel cut line where adjacent to the wetland as shown on the Plans. Bid Item 19: Log with Rootwad (Each) This work shall include furnishing and placement of logs with rootwads as shown on the Plans and as described under Special Provision Section 8-02 Roadside Restoration. Anchoring "Log with Rootwad" is included under the bid item for MR-1 Anchor Assembly and MR-3 Anchor Assembly. The contractor shall use steel rated chains with an epoxy coating to resist corrosion. All chains shall be epoxy coated and all logs shall be slightly notched to assist in keeping the chains in-place. Contractor shall come up with an acceptable chain tying/locking system for review prior to construction. I Measurement of "Log with Rootwad" shall be per each and in accordance with Special Provisions Section 8-02 (Log with Rootwad). Payment of"Log with Rootwad"shall be per each and in accordance with Special Provisions Section 8-02 (Log with Rootwad). Bid Item 20: Relocated Log (Each) Work under this Bid Item includes relocating logs removed from on-site log jams to on- site locations outside of the new channel and reconstructing log jams as directed by the Engineer. Logs to be relocated include logs with an average diameter of 8-inches or larger and shall be placed in upland areas adjacent to the channel and between two well established trees to prevent transport downstream during high flows. Removal of existing logs from the project is included under the bid item for "Clearing and Grubbing". The Contractor shall minimize scaring the natural soils during placement on upland areas. i Any damage to the upland areas will be the responsibility of the contractor and replacement in kind of plantings/underbrush/erosion control will be required. i Anchoring of logs is included under the appropriate "Anchor Assembly" bid item, if needed, for relocated logs and as directed by the Engineer. Measurement of"Relocated Log"shall be per each and in accordance with Special Provisions Section 8-02(Relocated Log). Payment of"Relocated Log" shall be per each and in accordance with Special Provisions Section 8-02 (Relocated Log). Bid Item 21: MR-1 Anchor Assembly (Each) Work under this Bid Item includes securing the Relocated Logs to be positioned adjacent to the Cedar River. Anchors shall be installed r special provision for "MR-1 Anchor P P Assembly" in Section 8-02. Measurement of"MR-1 Anchor Assembly"shall be per each and in accordance with Special Provisions Section 8-02(MR-1 Anchor Assembly). Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-51 April 2012 Payment of"MR-1 Anchor Assembly" shall be per each and in accordance with Special Provisions Section 8-02(MR-1 Anchor Assembly). Bid Item 22: MR-3 Anchor Assembly (Each) Work under this Bid Item includes securing "Log with Rootwad" and "Relocated Log" positioned adjacent to the Spawning Channel. Anchors shall be installed per special provision for "MR-3 Anchor Assembly" in Section 8-02. Measurement of"MR-3 Anchor Assembly"shall be per each and in accordance with Special Provisions Section 8-02 (MR-3 Anchor Assembly). Payment of "MR-3 Anchor Assembly" shall be per each and in accordance with Special Provisions Section 8-02(MR-3 Anchor Assembly). Bid Item 23: Minor Changes (Calculated) At the discretion of the City, the procedure for minor changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4 of the Standard Specifications. The unit contract price for "Minor Changes" is given in the Schedule of Prices and shall not be changed by the bidder. All work and payment under this item must be authorized in writing by the City Project Manager, Supervisor and/or Director.Payment will be determined in accordance with Section 1-09.4 of the Standard Specifications. Payment for this item will only be for the changes and amounts approved by the City. If no changes are authorized under this bid item, final payment for this item will be$0(zero). I, l I Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-53 April 2012 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Section 1-10.1 is supplemented with the following: When the bid proposal includes an item for "Temporary 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 i proposal to specifically pay for this work; and 5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed, vandalized or damaged during the life of the project. 6. Furnishing pedestrian traffic flagger to warn public of incoming and outgoing traffic into the project site at the King County trail. A traffic flagger shall be required per the recommended traffic control plan provided. The flagger shall direct pedestrians to stop when truck crossing is necessary to enter and exit the site. Hand sweeping will be necessary to clean the King County trail of mud, dust and debris generated from the construction site. 7. Contacting police, fire, 911, and ambulance services to notify them in advance of any work that will affect and traveled portion of a roadway. 8. Promptly removing or covering all non-applicable signs during periods when they are not needed. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or services which could not be usually anticipated by a prudent contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually °- anticipated by a prudent contractor. The cost for these items will be by agreed price, price Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-54 April 2012 �I 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. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of Contractor and all methods and equipment used will be subject to the approval of Owner. Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of Engineer. Any days lost due to improper traffic control will be charged against Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1-10.2(1)B Traffic Control Supervisor The first and second paragraphs of Section 1-10.2(1)B are revised as follows: A traffic control supervisor (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 non-work periods, the TCS shall be able to be on the jobsite within a 45- minute time period after notification by the Engineer. I 1-10.2(2) Traffic Control Plans Section 1-10.2(2)is supplemented with the following: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established City and WSDOT 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. The Contractor will be responsible for obtaining the City traffic control plan permit from the recommended plan provided within the construction plans. 1-10.3 Traffic Control Labor,Procedures, and Devices Section 1-10.3 is supplemented with the following: 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-55 April 2012 1-10.3(3) Traffic Control Devices The fourth Paragraph of Section 1-10.3(3)is supplemented with the following: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the work in the bid proposal. 1-10.4 Measurement Section 1-10.4 is replaced with: The lump sum.contract price for "Temporary Traffic Control" shall be full compensation for all materials, labor, tools, and equipment required to prepare the Traffic Control Plan and provide traffic control during the duration of construction, including temporary pavement markings, safety barriers, flaggers,mobilization, and demobilization. No specific unit of measurement will apply to the lump sum item of "Temporary 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 the following: 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: "Temporary Traffic Control", per lump sum. The lump sum contract price shall be full pay for all costs not covered by other specific pay items in the bid proposal for furnishing, installing, maintaining, and removing traffic control devices required by the contract and as directed by the Engineer in conformance with accepted standards and in such a manner as to maximize safety, and minimize disruption and inconvenience to the public. Flaggers will also be paid under this bid item. 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. Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-56 April 2012 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)B including when performing traffic control labor duties. The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle or vehicles for the work described in Sections 1-102(1)B and 1-10.3(2). Add the following new section and subsections: 1-11 RENTON SURVEYING STANDARDS (NEW SECTION) 1-11.1 Description 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. 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. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing,as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-57 April 2012 Standards and 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 benchmarks established. 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. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. 1-11.1(5) Corners and Monuments 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: A corner or other survey point established by or under the supervision of an individual per Section 1-11.1(1)and any corner or monument established by the General Land Office and its successor the Bureau of Land Management including section subdivision corners down to and including one-sixteenth corners; and I Any permanently monumented boundary,right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor 111L l"u 1lg JLALi L ii1LNl0V LIVUD VLIL Lin 4l UUllls UG�1 G11UG11L 111LG11V1 1VL%,U111G16. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non-single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing Elliot Spawning Channel Repair Project Special Provisions ` City ofRen ton SP-58 April 2012 monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18-inch by 24-inch Mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic Mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22-inch by 34-inch Mylar, and the original or a photographic Mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable)values, all in ASCII format, on IBM PC compatible media. I 1-11.1(7) Precision Levels I Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Section 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, specifications, and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station—Offset Topography Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station—offset topography shall meet the requirements of Section 1-11.1 herein. The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-59 April 2012 I 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 foot 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 foot. 1-11.1(10) Station—Offset Topography Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As-Built Survey All improvements required to be "as-built" (post construction survey) per City of Renton Codes, Title 4 Building Regulations and Title 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as- 3 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. ]j 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. END OF DIVISION 1 DIVISION 2 EARTHWORK I i 2-01 CLEARING,GRUBBING,AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented with the following: 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 Elliot Spawning Channel Repair Project Special Provisions City ofRen ton SP-60 April 2012 P ll ! J approved stream diversion plan as specified in the Submittal section in this special provision. Those attending shall include: 1. Representing the Contractor: The superintendent, on-site supervisors, all foremen in y charge of constructing the temporary stream diversion, and the biologist responsible for the fish removal activities. 2. Representing the Owner: The Project Engineer and key inspection personnel. 8-01.3(1)D Dispersion/Infiltration � The location of water dispersion areas shall be approved by the Engineer prior to } commencement of dewatering activities. Contractor shall monitor the flow spreader to + make sure the Maplewood Golf Course does not flood and that sediment-laden water does V not reach the Cedar River as a result of dewatering activities. The flow spreader may need to be moved upon determination by the Engineer that adverse impacts may result �II from dewatering. In addition, baker tanks and pumps may be necessary in the event of J flooding or water quality exceedances. 7 8-01.4 Measurement Section 8-01.4 shall be revised as follows: Stabilized construction entrance will be measured by the ton. No unit of measurement shall apply to the lump sum price for Erosion/Water Pollution Control. 1 8-01.5 Payment I Section 8-01.5 shall be supplemented with the following: , Stabilized construction entrance will be paid per ton for placement and removal of �) construction entrance materials. The lump sum contract price for "Erosion/Water Pollution Control" shall include furnishing, placing, operating and maintaining, and removing of materials necessary to isolate the spawning channel from the Cedar River during construction, dewatering of the channel during construction, and capture and removal of fish from the work area. r 8-02 ROADSIDE RESTORATION Planting Log With Rootwad Relocated Log �I MR-1 Anchor Assembly MR-3 Anchor Assembly 8-02.1 Description �! Section 8-02.1 shall be supplemented with the following: Elliot Spawning Channel Repair Project Special Provisions i City of Renton SP-63 April 2012 111111) 1 I This work shall include furnishing and placement of Logs with Rootwads as shown on the Plans. Work for Relocated Logs incudes transporting, handling, and placement stockpiled logs (refer to Clearing and Grubbing bid item) to on-site locations outside of the new channel and reconstructing logjams as directed by the Engineer. Work shall also include furnishing, driving, proof testing and attaching of Manta Ray Anchors to Logs with Rootwads and Relocated Logs as shown on the plans, or as directed by the Engineer. 8-02.2 Materials Section 8-02.2 shall be supplemented with the following: Hog Fuel Mulch Hog Fuel Mulch shall consist of shredded wood by-products, variable in size, and comprised of a mixture of wood pieces, bark, short sticks, and shavings or other similar material. Hog fuel shall contain no material that would be deleterious to equipment or contain compounds detrimental to animals, plant life or water quality. Hog fuel shall be free of metal, plastic, paper, slag, or other non-organic material. Hog fuel shall not be produced from wood that has been painted, coated, treated or stored in saltwater. Hog fuel shall meet the following requirement for gradation as determined by visual inspection and approval of the Engineer: Sieve Size Percent Passing by Weight 6" 99-100 4" 75-95 2 1/2" 60-80 13/4" 45-65 3/4" 28-38 3/8" 10-30 No. 10 0-3 Log with Rootwad All logs shall consist of salvaged natural wood that has not been preservative treated. Logs shall be conifers and shall be obtained from approved on-site and off-site sources. Trim logs as directed by Engineer. Logs shall be washed of soil and debris prior to installation. Logs with rootwads shall be 12 to 16-inches in diameter measured four feet from the base. Logs shall be a minimum of 16 feet in length measured from the top of the rootwad. Buried logs shall be secured with one anchor placed close to the rootwad; unburied logs shall be secured with two anchors —one at each end of the log. l Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-64 April 2012 t i Relocated Logs Materials for Relocated Logs include logs 8-inches in diameter or larger that were removed from the debris jams as shown on the Plans or as directed by the Engineer. Manta Ray Anchor Assembly Anchor assemblies shall meet the following requirements: A) Earth anchors shall be as manufactured by Foresight Products, LLC of Commerce City, CO. or an engineer approved equivalent. Anchor model, rod size, embedment depth, and proof test requirement may vary with location as detailed on the project drawings. B) Anchor rods shall be a minimum of 3/4" diameter steel for Manta Ray and shall provide enough length to provide a minimum embedment depth of 7 feet and withstand the minimum specified pull-out force. C)Attachment Hardware consisting of Washers, Beveled Washers, Steel Plates and Nuts or Eyenuts shall be compatible with the anchor rods in terms of fit, function and strength. D)Manta Ray earth anchor heads are Hot Dip Galvanized Ductile Iron per ASTM A-123. E)Anchor rods and attachment hardware are Hot Dip Galvanized Steel per ASTM A-153. Each anchor assembly shall consist of Manta Ray anchor, anchor rod, thimble eye, a shackle, galvanized chain, and miscellaneous hardware, to complete the anchor assembly and secure the Relocated Logs and Log with Rootwad. Fasteners f 1. Shackle for the MR-1 anchor shall be 3/4". Shackle for the MR-3 shall be V2 2. Chain shall be as specified on the details on sheet C-4. 8-02.3 Construction Requirements Section 8-02.3 shall be supplemented with the following: Log Placement , Work notification: Notify Engineer at least,seven working days prior to installation of logs. Engineer shall be on-site during placement of logs. Place logs as shown on the Plans. Placement of logs shall occur in the dry channel. Securely fasten logs to anchors to prevent movement by high water. Relocated Logs Relocated logs shall be placed in manner and locations specified by the Engineer. Logs 20 feet and longer shall be anchored in place. Anchor Assemblies The anchor assembly shall include: • Furnishing and driving Manta Ray Anchor Assemblies as shown on the plans. • Load Locking and Proof Testing the driven anchors. • Furnishing and installing the hardware required attaching the anchors to the logs. Anchor assemblies for Logs with Rootwads shall be driven into the ground and locked into position. Anchors shall not be augered, drilled, or dug into place. Anchors shall be placed Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-65 April 2012 v as close to face of the stream bank as possible, while maintaining cover over anchoring and fastenings so as to be hidden from view. Installation MR-1 Anchor Assemblies shall be used to secure logs on the Cedar River channel. MR-3 Anchor assemblies shall be used to secure logs in and adjacent to the Spawning Channel. Two anchors shall be used for each log. Manta Ray anchors must be driven to a depth that allows sufficient pull back allowance to meet the required 7 foot minimum finished embedment length after proof testing. If pull back force is not achieved, due to varying soil and other conditions from location to location, then remedies ` (and notification to the engineer) must in general follow the list below(from `a'to `f'). A good general rule is to allow for 3 feet of extra depth for pull back to meet the pull proof testing. Choice of driving equipment is the responsibility of the contractor,but it is suggested that the contractor contact Foresight Products Engineering Department at 1-800-325-5360 for installation suggestions and required equipment. The proof testing shall be verified by the City. The Contractor shall notify the City at least 5 days prior to log placement. Manta Ray anchors must be proof tested to the load specified on the project drawings with the Foresight LL-1, LL-45 or SR-LLK Load Locker or an engineer approved equivalent.After tipping the anchor to its"load locked"position, by one or more cycles of the Load Locker, a proof test must be performed. The anchor must also meet the specified minimum embedment length after the proof test. If the anchor fails this proof test, the engineer must be notified. It is required that the contractor keep a record of the proof test loads achieved and final embedment lengths of each anchor. Remedies for a failed proof test load must be approved by the engineer,but in general include: a) Decreased anchor spacing b) Increased anchor embedment depth c) Slightly different installation angle d)Larger anchor head size e)Addition of grout or other capacity enhancement material f) Re-test after a period of 12—24 hours. History has shown an increase in capacity over time in the range of 5— 10 percent. The Contractor shall test and verify the capacity of each MR-3 anchor to withstand a pull-out force of 2,500 pounds. The MR-1 anchor shall be tested to withstand a pull-out force of 10,000 pounds. 8-02.3(11)Bark or Wood Chip Mulch Section 8-02.3(11) shall be supplemented with the following: 1 Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-66 April 2012 Trees and shrubs shall be mulched with hog fuel as shown on the planting details in the Plans. Herbavore protection collars and anti-grazing fence enclosures shall be placed around trees and shrubs as shown on the planting details in the Plans. 8-02.4 Measurement No unit of measurement shall apply to the lump sum price for Planting. "Log with Rootwad"shall be measured per each for each log placed. "Relocated Log"shall be measured per each for each relocated log. "MR-I Log Anchor Assembly"shall be measured per each for each assembly installed. "MR-3 Log Anchor Assembly"shall be measured per each for each assembly installed. 8-02.5 Payment The lump sum price for Planting shall include all work described under the WSDOT Standard Bid Item for "PSIPE _", per each. (PSIPE is Plant Selection Including Plant Establishment.) The lump sum unit Contract price for Planting shall be full pay for all materials, labor, tools, equipment, and supplies necessary for weed control within the planting area, planting area preparation, fine grading, planting, cultivating, plant storage and protection, fertilizer and root dip, staking, herbivore protection collars, anti-grazing fence, hog fuel mulch placement, cleanup, and water necessary to complete planting operations as specified. See WSDOT standard specifications section 8-02.5 for additional PSIPE requirements. "Log with Rootwad" shall be full pay for all costs in furnishing, loading, transporting, handling, placing, and anchoring the logs in accordance with the Plans and these i Specifications. "Relocated Log" shall be full pay for all costs associated with transporting, handling, and placement of logs removed from the debris jams. "MR-1 Log Anchor Assembly" shall be full pay for all costs including furnishing, installing the anchor assembly, and testing the anchor. "MR-3 Log Anchor Assembly" shall be full pay for all costs including furnishing, installing the anchor assembly, and testing the anchor. 8-15 RIPRAP Streambed Sediment 8-15.1 Description Section 8-15.1 is supplemented with the following: This work shall include furnishing and placing of streambed sediment as shown on the plans. t 8-15.2 Materials Section 8-15.2 is supplemented with the following: Streambed Sediment Section 9-03.11(1) Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-67 April 2012 I i l 8-15.3 Construction Requirements Section 8-15.3 is supplemented with the following: Placement of streambed sediments shall include construction of the streambed sediments to the grades and depths shown on the plans. 8-15.4 Measurement Section 8-15.4 is supplemented with the following: Streambed Sediment shall be measured by the ton. 8-15.5 Payment Section 8-15.5 is supplemented with the following: "Streambed Sediment",per ton. � i 1 . t 1 l Elliot Spawning Channel Repair Project Special Provisions City of Renton SP-68 April 2012 t RENTON SURVEY CONTROL AND MONUMENTS also see City of Renton Special,Provisions Section 1 -11 Renton Surveying Standards 1 1 7 l TRAFFIC CONTROL INFORMATION 1 �� t - - CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 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 DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT OF WAY. 3) CALL METRO TRANSIT CONTROL CENTER AT (206) 684-2732 AT LEAST TWENTY—FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. 5) APPROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6) ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT OF WAY MUST DISPLAY A COMPANY LOGO (ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME, ADDRESS, AND TELEPHONE NUMBER) AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKETCH I —NORTH— i OFRCE COPT T- I 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,PLAN R VI K. KITM/k HP. MILLER/K.W GLASSY DEV. SERVICE,PLAN REVIEW k DDi�N/A HOrNMCER/1 4UAN/R.YDRENO SIGNATURE• DATE: POLICE KENT CURRY/CLARK WILCOX FIRE DAVID PARGAS/STA, III I, representing agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four(24)hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36200 through 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of \ R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: WORK ADDRESS: WORK PHONE: WASHINGTON STATE DRIVERS LICENSE NUMBER: C:\Traffic Operations\Traffic Control P1anVcpfb=1.doc , 1 WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE HYDRAULIC PERMIT APPROVAL -` Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 03, 2011 Control Number: 123823-1 Project Expiration Date: November 02, 2016 FPA/Public Notice#: N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR Renton City of Surface Water Utility Parametrix Inc ATTENTION: Steve Lee ATTENTION: Jenna Friebel 1055 S Grady Way Fifth Floor 411 108th Avenue NE Renton,WA 98057 Bellevue, WA 98004 425-430-7205 425-458-6215 Project Name: Elliott Spawning Channel Reconstruction Project Project Spawing Channel Maintenance Project. Cedar River Sockeye. Large description on JARPA PROVISIONS 1. The project may begin immediately and shall be completed by November 2, 2016, provided work within the ordinary high water line (OHWL) shall occur only between July 1 and September 1. 2. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below (e-mail to fisheldf @dfw.wa.gov) and the Enforcement Program Officer (e-mail to capeljlc @dfw.wa.gov) shall receive e-mail notification from the person to whom this Hydraulic Project Approval (HPA) is issued (permittee) or the authorized agent no less than three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the permittee's name, project location, starting date of work or completion date of work, and the control number of this HPA. 3. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW) entitled, "ELLIOT SPAWNING CHANNEL REPAIR CEDAR RIVER RENTON, WASHINGTON", dated October 14, 2011, except as modified by this HPA. A copy of these plans shall be available on site during construction. 4. A temporary bypass to divert flow around the work area shall be in place prior to initiation of other work in the wetted perimeter. 5. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. 6. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. Page 1 of 5 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 03,2011 Control Number: 123823-1 Project Expiration Date: November 02, 2016 FPA/Public Notice#: N/A 7. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project. 8. Prior to releasing the water flow to the project area, all instream work shall be completed. 9. Upon completion of the project, all material used in the temporary bypass shall be removed from the site and the site returned to preproject or improved conditions. 10. The permittee shall capture and safely move food.fish, game fish, and other fish life from the job site. The permittee shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free-flowing water downstream of the project site. The permittee may request that WDFW assist in capturing and safely moving fish life from the job site to free-flowing water, and assistance may be granted if personnel are available. 11. Any device used for diverting water from a fish-bearing stream shall be equipped with a fish guard to prevent passage of fish into the diversion device pursuant to RCW 77.57.010 and 77.57.070. The pump intake shall be screened by one of the following: a. Perforated plate: 0.094 inch (maximum opening diameter). b. Profile bar: 0.069 inch (maximum width opening). c. Woven wire: 0.087 inch (maximum opening in the narrow direction). The minimum open area for all types of fish guards is 27%. The screened intake shall consist of a facility with enough surface area to ensure that the velocity through the screen is less than 0.4 feet per second. Screen maintenance shall be adequate to prevent injury or entrapment of juvenile fish and the screen shall remain in place whenever water is withdrawn from the stream through the pump intake. 12. Disturbance of the streambed and banks and their associated vegetation shall be limited to that necessary to perform the project. Affected streambed and bank areas shall be restored to preproject or improved habitat condition. Prior to December 31 of the year of grading work, the areas of disturbed riparian vegetation shall be planted per the approved plans (Provision 3). Plantings shall be maintained as necessary for a minimum of three years to ensure 80 percent or greater survival of each species or a contingency species approved by the AHB. 13. Equipment used for this project shall be free of external petroleum-based products while working around the stream and wetlands associated with the stream. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriage of equipment prior to its working below the OHWL. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and wetlands associated with the river. Page 2 of 5 r a Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA WILDLIFE Mill Creek,WA 98012-1296 (425)775-1311 Issue Date: November 03,2011 Control Number: 123823-1 Project Expiration Date: November 02,2016 FPA/Public Notice#: N/A 14. Erosion control methods shall be used to prevent silt-laden water from entering the river and wetlands associated with the river. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 15. Prior to starting work, the selected erosion control methods (Provision 14) shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 16. Wastewater from project activities and water removed from within the work area shall be routed to an area landward of the OHWL to allow removal of fine sediment and other contaminants prior to being discharged to the river or wetlands associated with the river. 17. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 18. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 19. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river or into wetlands associated with the river. PROJECT LOCATIONS Location#1 Cedar River Spawning Channel WORK START: November 03, 2011 WORK END: November 02, 2016 WRIA: Waterbody: Tributary to: 08.0299 Cedar River Lake Washington 1/4 SEC: Section: Township: Range: Latitude: Longitude: County: All 2 23 N 0 E N 47.4969 W 122.14762 King Location#1 Driving Directions From 1-405 head east on SR 169. continue approx 2 miles and then turn left(north)onto 149th Ave SE. Turn left into Ron Regis Park and park at the west end of the parking lot. Walk west across the ballfields and turn right at the access road. The access road turns into the levee landing west along the Cedar River to the easternmost end of the spawing channel. Page 3 of 5 o Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 03,2011 Control Number: 123823-1 Project Expiration Date: November 02, 2016 FPA/Public Notice#: N/A APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies(local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action.The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals are listed below. Requests for any change to an unexpired HPA must be made in writing. Requests for new HPAs must be made by submitting a new complete application. Send your requests to the department by: mail to the Washington Department of Fish and Wildlife, Habitat Program,600 Capitol Way North, Olympia,Washington 98501-1091; e-mail to HPAapplications @dfw.wa.gov; fax to(360)902-2946;or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. APPEALS INFORMATION If you wish to appeal the issuance,denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife(WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal.The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process.You may contact the HPA Appeals Coordinator at(360) 902-2534 for more information. A. INFORMAL APPEALS:WAC 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial,conditioning, or modification of an HPA may request an informal appeal of that action.You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator,600 Capitol Way North, Olympia, Washington 98501-1091; e- Page 4 of 5 o Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard ?FISH and RCW 77.55.021-See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 03,2011 Control Number: 123823-1 Project Expiration Date: November 02,2016 FPA/Public Notice#: N/A mail to HPAapplications @dfw.wa.gov;fax to(360) 902-2946;or hand-delivery to the Natural Resources Building, 1111 Washington St SE,.Habitat Program, Fifth floor.WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference,or you are not the person who applied for the HPA,the HPA Appeals Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal,you may file a request for a formal appeal. B. FORMAL APPEALS:WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures.The following information summarizes that rule. A person who is aggrieved by the issuance, denial,conditioning, or modification of an HPA may request a formal appeal of that action.You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision.You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia,Washington 98501-1091; e-mail to HPAapplications @dfw.wa.gov;fax to(360)902-2946;or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor.The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal,you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal,the WDFW action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler (34) P2 Habitat Biologist for Director Larry Fisher 425-313-5683 WDFW CC: Page 5of5 FEDERAL PERMITS DEPARTMENT OF THE ARMY SEATTLE DISTRICT,CORPS OF ENGINEERS - P.O.BOX 3755 SEATTLE,WASHINGTON 98124-3755 REPLY TO ATTENTION OF OCT 7 � - Regulatory Branch OCT 7 2 11 Mr. Steve Lee City of Renton 1055 South Grady Way - Renton, Washington 98057 Reference: NWS-2011-506 Renton, City of Dear Mr. Lee: We have reviewed your application to excavate 700 cubic yards of material and discharge 670 cubic yards of excavated fine sediments and spawning gravel below the ordinary high water mark(OI1*1 ) in a constructed spawning channel connected to the Cedar River, excavate 310 cubic yards of fill material and discharge 185 cubic yards of large riprap below the OHWM in the Cedar River, and construct six temporary sand bag dams below the OHWM in a constructed spawning channel connected to the Cedar River at Renton, Washington. Based on the information you provided to us,Nationwide Permit(NWP)27, Aquatic Habitat Restoration, Establishment, and Enhancement Activities and NWP 33, Temporary Construction, Access, and Dewatering(Federal Register, March 12, 2007, Vol. 72, No. 47), authorizes your proposal as depicted on the enclosed drawings dated May 2011. In order for this NWP authorization to be valid, you must ensure the work is performed in accordance with the enclosed Nationwide Permit.27 and 33, Terms and Conditions and the following special conditions: a. In order to meet the requirements of the Endangered Species Act(ESA) and the Magnuson-Stevens Fishery Conservation and Management Act(MSA) you must,prior to commencing construction, submit to the U.S. Army Corps of Engineers, Seattle District, Regulatory Branch, documentation demonstrating that the requirements of the ESA and MSA have been met: All submitted documentation must prominently display the reference number NWS-2011-506. b. In order to protect the listed threatened and endangered species in the project area, the permittee may conduct the authorized activities in the work window as agreed to and documented in writing through consultation by the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service(Services) in any year this permit is valid. If changes to the originally authorized work window are proposed, the permittee must re-coordinate these changes with the Services and receive written concurrence on the changes. Copies of the concurrence(s) must be sent to the U.S. Army Corps of Engineers, Regulatory Branch, within 10 days of the date of the revised concurrence. The authorized work complies with the Washington State Department of Ecology's (Ecology) Water Quality Certification and the Coastal Zone Management Act requirements for these NWPs.. No further coordination with Ecology is required. -2- For this project, the Federal Emergency Management Agency is the Federal lead agency responsible for compliance with Section 7 of the ESA, the Magnuson-Stevens Fishery Conservation and Management Act, and Section 106 of the National Historic Preservation Act. The 2007 concurrence letters from the Services that you submitted with your application appear to be related to a previous effort to restore the Elliot Spawning channel after a November 2006 flood event. For the purpose of this.Department of the Army authorization, the U.S.Army Corps of Engineers has determined that this project will comply with the requirements of the above laws, provided you comply with special conditions "a" and"b"made part of this verification. We have prepared and enclosed a Preliminary Jurisdictional Determination (JD), which is a written indication that wetlands and waterways within your project area may be waters of the United States. Such waters will be treated as jurisdictional waters of the U.S. for purposes of computation of impact area and compensatory mitigation requirements associated with your, permit application. If you believe the Preliminary JD is inaccurate, you may request an Approved JD, which is an official determination regarding the presence or absence of waters of the U.S. If one is requested, please be aware that we may require the submittal of additional information to complete an approved JD and work authorized in this letter may not occur until the approved JD has been finalized. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked on March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before March 18, 2012, you will have until March 18, 2013, to complete the activity under the present terms and conditions of this NWP. Upon completing the authorized work, you must fill out and return the enclosed Certificate of Compliance with Department of the Army Permit form. Thank you for your cooperation during the permit process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey form. This form and information about our program is available on our website at http://www.nws.usace.army.mil/select Regulatory,.Regulatory/Permits. A copy of this letter without enclosures will be furnished to l:'Is. J-11n Friebel; Pararnetrix, Incorporated, 41 i - i 08th Avenue, Bellevue, Washington 98004. If you have any questions about this letter, please contact me at(206) 764-6071 or via email at david.l.shaefferna,usace.army.mil. Sincerely, David L. Shaeffer, Project Manager Regulatory Branch Enclosures N N >s�p• �� Bellevue Seattle 4, �SE 144TH ST Issaquah* e Renton Tukwila Q 167r OR`Q SITE LOCATION -per, f I PROJECT LOCATION MAPLEWQOD.GOLF COURSE co U U gall Fleld RON REGIS PARK J / 169 parj 9..:. SE RENTON EY RD 41 ti 6L,9ys F < o PURPOSE: TO REPAIR THE EXISTING SPAWNING PROPOSED: ELLIOTT SPAWNING CHANNEL RVERNEL ADJACENT TO THE CEDAR VICINITY MAP E3 DATUM: VERT NAVD 88(CORPS) 0 500 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83/91 (CORPS) S.22,T.23 N,R.5E,W.M. BASIN: CEDAR/SAMMAMISH SCALE V=500' FROM:LATITUDE-47°28'10" LONGITUDE-122°08'51" ADJACENT PROPERTY OWNERS: APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" CITY OF RENTON LONGITUDE-122°09'06" DATE: MAY 2011 SHEET: 1 OF 10 c 1 SANDBAG DAM I TYP. EXIST. CHANNEL FISH EXCLUSION NET ROCK EDGE �_ SANDBAG DAM (PLACED AT \� ENTRANCE FROM RIVER) \ �.. EXISTING - CHANNEL _ DEWATERING PIT "'•, LAND APPLY LEVEL „7 ORDINARY SPREADER HIGH WATER WETLAND #1 I TEMPORARY ACCESS WETLAND 50 r l / ROAD BUFFER�I I IMITS OF IMPACT EXISTING } APPROXIMATE EXIST. a_. ;:,._ ACCESS CHANNEL CENTERLINE " ROAD / r: PROPOSED CHANNEL CENTERLINE TEMPORARY��j,_ ACCESSe� \ ' }• ROAD ° \ EXIST. 6' HIGH CHAINLINK FENCE° \F LEGEND: NOTES r 0 WETLAND — — — —werLANOBUFFER IMPACTS WITHIN OHW ARE WETLAND BOUNDARY COUNTED AS STREAM IMPACTS AND ,_•_ • TEMP.WETLAND NOT AS WETLAND BUFFER IMPACTS. BUFFER IMPACT ----ORDINARY HIGH WATER LINE SEE TABLE 8e OF JARPA. -----c-------CUT LINE(DAYLIGHT) i -----v-----v—FILL LINE(DAYLIGHT) e — — — —EXISTING CHANNEL CENTER LINE i — —PROPOSED CENTERLINE CHANNEL EXISTING RIPRAP ' EXISTING LEVEE < SANDBAG DAM PROPOSED: ELLIOT SPAWNING CHANNEL PURPOSE: TO REPAIR THE EXISTING SPAWNING TEMPORARY EROSION r CHANNEL ADJACENT TO THE CEDAR CONTROL RIVER DATUM: VERT:NAVD 88(CORPS) 0 80 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83191(CORPS) S.22, T.23 N.R.5E,W.M. s BASIN: CEDARISAMMAMISH SCALE 1"=80' FROM: LATITUDE-47°28'10" LONGITUDE-122°08'51" 2 ADJACENT PROPERTY OWNERS: TO: LATITUDE-47°28'10" CITY OF RENTON APPLICANT: CITY OF RENTON,WA LONGITUDE-122°09'06" DATE: JULY 2011 SHEET: 2 of i I OHWL TYP. /1 12-6-2010 5� � el EXISTING ACCESS ROAD v EXISTING LEVEE/RIPRAP _ IMITS OF RDINARY TEMPORARY 3 IMPACT HIGH WATER ROAD ACCESS ' . " `u,..4 -•:: ;' _4 SANDBAG \?= DAM �! `\•�� \ � -T`',-°`..`- ;;',.ti; {:[Si1S''j��✓c'' �..""rc--_�� ��.°� cis/off PROPOSED CHANNEL \ / / CENTERLINE 0 APPROXIMATE EXIST. CHANNEL CENTERLINE o XIST. 6' HIGH CHAINLINK FENCE I; 0 i LEGEND: r WETLAND —— — —WETLAND BUFFER TEMP.WETLAND WETLAND BOUNDARY ws BUFFER IMPACT ----ORDINARY HIGH WATERLINE -----c-----c—CUT LINE(DAYLIGHT) -----v-----r—FILL LINE(DAYLIGHT) s — — — —EXISTING CHANNEL CENTER LINE i — —PROPOSED CENTERLINE CHANNEL EXISTING RIPRAP EXISTING LEVEE SANDBAG DAM PURPOSE: TO REPAIR THE EXISTING SPAWNING TEMPORARY EROSION PROPOSED: ELLIOT SPAWNING CHANNEL CHANNEL ADJACENT TO THE CEDAR CONTROL 5 RIVER DATUM: VERT:NAVD 88(CORPS) 0 80 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 63/91(CORPS) S.22, T.23 N,R.5E,W.M. o BASIN: CEDAR/SAMMAMISH SCALE 1"=80' FROM: LATITUDE-47'28'10" ADJACENT PROPERTY OWNERS: LONGITUDE-12 1" APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°288''1010"" CITY OF RENTON LONGITUDE-122°09'06" SHEET: 3 of 10 DATE: JULY 2011 N SELECTIVE REMOVAL OF 4 DEBRIS FOR FISH PASSAGE WITHIN CHANNEL 7 \ - / ORDINARY HIGH WATER \p ---- ------- _ X — — o i; WETLAND X00 ' -- - BUFFED IMITS OF IMPACT t.x '-.----------- _. .',�.^s'•',• 5 co "2� 7X a a1, f951N `,-s�. d�:e;v�•'�� -'� `\�' ,\ \ 111 \\ . --- -- - fVIATCHLtINE SEE SHEET 5 LEGEND: WETLAND ----ORDINARY HIGH WATER LINE -----c-----c—CUT LINE(DAYLIGHT) TEMP.WETLAND BUFFER IMPACT -----°-----F—FILL LINE(DAYLIGHT) LARGE WOODY EXISTING CHANNEL CENTER LINE DEBRIS —PROPOSED CENTERLINE CHANNEL i m — — — —WETLAND BUFFER EXISTING RIPRAP v, EXISTING LEVEE WETLAND BOUNDARY a a PURPOSE: TO REPAIR THE EXISTING SPAWNING PROPOSED: ELLIOT SPAWNING CHANNEL r CHANNEL ADJACENT TO THE CEDAR IMPACTS PLAN RIVER DATUM: VERT:NAVD 88(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83/91(CORPS) S.22, T.23 N,R.5E,W.M. BASIN: CEDAR/SAMMAMISH SCALE 1"=20' FROM: LATITUDE-47°28'10" LONGITUDE-122°08'51" ADJACENT PROPERTY OWNERS: APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" CITY OF RENTON LONGITUDE-122"09'06" 4 of 10 DATE: JULY 2011 SHEET: r` 0 0 r= <z w w_ I M J Z rn- O 1 W 01 1 Z U N N N I Z U 10<W V W w (� W O w z - ��0 C' F 1 ------------------- n. =N g O Z g O c-----c-----c-----c, - - N O F- Z. N c-----c ----c-----c-crr_- J z N o J LLJ U) z I a ° a W -------�--------------- l -- --------------- Lij .'sv` -J"y aN 2 1 IS,2 ix ,r .f I�`. :. - \ �� _ _ _•mac__ -�- _ IW ? Z N O Z�:::�,;:' a,' F- + ' Sqr Z �C.� w �"''J t R t< £t��rv•x v� d fl 7 lY It tt�-y 1:!d} "j#` yi, ^L i \ c J Z w Y. 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BUFFERIMPACT (DAYLIGHT) ° LARGE WOODY —EXISTING CHANNEL CENTER LINE i DEBRIS —PROPOSED CENTERLINE CHANNEL i — — — —WETLAND BUFFER EXISTING RIPRAP WETLAND BOUNDARY EXISTING LEVEE PURPOSE: TO REPAIR THE EXISTING SPAWNING PROPOSED: ELLIOT SPAWNING CHANNEL CHANNEL ADJACENT TO THE CEDAR IMPACTS PLAN RIVER DATUM: VERT:NAVO 88(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83/91(CORPS) S.22, T.23 N,R.5E,W.M. BASIN: CEDAR/SAMMAMISH SCALE 1"=20' FROM: LATITUDE-47°28'10" n LONGITUDE-122°08'51" ADJACENT PROPERTY OWNERS: APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" CITY OF RENTON LONGITUDE-122°09'06" SHEET: 6 of 10 DATE: JULY 2011 s MATCHLINE SEE SHEET 6 -- �`'�� •' � � :rte , �� �IGH IGH WATER ER LIMITS 0 IMPACT •a ;N, ��a LIMITS'QE �� 1 c0 Lu LLJ^^ o k \° - o _ o ` a o e I I LEGEND: WETLAND ----ORDINARY HIGH WATER LINE c-----c—CUT LINE(DAYLIGHT) TEMP:WETLAND BUFFER IMPACT -----F-----F—FILL LINE(DAYLIGHT) . LARGE WOODY —' —EXISTING CHANNEL CENTER LINE n DEBRIS —- PROPOSED CENTERLINE CHANNEL i - — — — —WETLAND BUFFER EXISTING RIPRAP WETLAND BOUNDARY EXISTING LEVEE PROPOSED: ELLIOT SPAWNING CHANNEL PURPOSE: TO REPAIR THE EXISTING SPAWNING CHANNEL ADJACENT TO THE CEDAR 'IMPACTS PLAN RIVER DATUM: VERT:NAVD 88(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83191(CORPS) S.22, T.23 N,R.5E,W.M. BASIN: CEDAR/SAMMAMISH SCALE 20' FROM: LATITUDE-47°28'10" ADJACENT PROPERTY OWNERS: LONGITUDE-122°06'51" CITY OF RENTON APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" LONGITUDE-122°09'06" H DATE: JULY 2011 SHEET: 7 of 10 � N \ I 1 W ORDINARY /- u HIGH WATER _ LIMITS OF 4 ---- IMPACT W l� a4- ----- - ---- _ i -83 ui r LU W ----- N / - _ - W ,1 - c 9 a)__ _________ _____ ' - . ________- ----------------------------------------- _- -------------- -- ------- I a _____ ORDINARY ------------- HIGH WATER -------------------- - ==- < _ - - -' a _________---_— i -____ LIMITS OF IMPACT /I ' c Y ------------------------ -- �d Y o w -------- --------------------- LEGEND.: WETLAND ----ORDINARY HIGH WATERLINE — ----c-----c—CUT LINE(DAYLIGHT) TEIdP.`.JETLAND . — ----r-----r—FILL LINE(DAYLIGHT) BUFFER IMPACT e LARGE WOODY —EXISTING CHANNEL CENTER LINE DEBRIS —PROPOSED CENTERLINE CHANNEL i m — — ——WETLAND BUFFER EXISTING RIPRAP w w WETLAND BOUNDARY EXISTING LEVEE a PROPOSED: ELLIOT SPAWNING CHANNEL PURPOSE: TO REPAIR THE EXISTING SPAWNING CHANNEL ADJACENT TO THE CEDAR IMPACTS PLAN a RIVER - DATUM: VERT:NAVD 88(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON i HORIZ:NAD 83/91(CORPS) S.22; T.23 N,R.5E,W.M. 2 BASIN: CEDAR/SAMMAMISH SCALE 1"=20' FROM: LATITUDE-47°28'10" LONGITUDE-122°08'51" ADJACENT PROPERTY OWNERS: APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" CITY OF RENTON LONGITUDE-122"09'06" DATE: JULY 2011 SHEET: 8 of 10 CJ ------------------------------------- ------ 1® ---ORDINARY HIGH WATER _ / .:' Lu ------------- Lu uj " I j tfv[T-S OF__ - - - - -- _-' I _4 PACT - - - - -- - Lu / -c---'c-----�- _ z c. a - -c' ` -- ------------------------- _ t... ---- W ----- _ I ,L' _-C----- h' Q� '-`` `�. o L! ---- //, LIMITS OF ---------- IMPACT o N I ------------ �RDINARY - - -" - HIGH WATER___ - ------------ / LEGEND: WETLAND ----ORDINARY HIGH WATERLINE -----c-----c—CUT LINE(DAYLIGHT) TEMP.WETLAND --- FILL LINE DAYLIGHT IMPACT -- F-----F— ( ) LARGE WOODY EXISTING CHANNEL CENTER LINE DEBRIS —PROPOSED CENTERLINE CHANNEL i — — —WETLAND BUFFER EXISTING RIPRAP i WETLAND BOUNDARY EXISTING LEVEE a m PURPOSE: TO REPAIR THE EXISTING SPAWNING PROPOSED: ELLIOT SPAWNING CHANNEL CHANNEL ADJACENT TO THE CEDAR RIVER IMPACTS PLAN DATUM: VERT:NAVD 88(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83/91(CORPS) S.22, T.23 N,R.SE,W.M. BASIN: CEDAR/SAMMAMISH SCALE 1"=20' FROM: LATITUDE-47°28'10" °a ADJACENT PROPERTY OWNERS: LONGITUDE-128'10" 1" CITY OF RENTON APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°28'10" LONGITUDE-122°09'06" DATE: JULY 2011 SHEET: 9 of 10 CEDAR RIVER -SELECTWE REMOVAL OF . ,__c_.__-- -__ —____1)EBF J� YTJINN -04 NNEL ------ _ L _ li -----------NW B--A-C-K--W--ATE--R---C-H A-N--N-E-L----- ------------83---------------- - --- -- - - 5 4-------------------------------- - - -- - - -- ----- - -----TO-PERMt ABtE tEVE� 35 ------ - ,6 - --- e LIMITS-':OF A� IMPACT - \ 4___ a -- I 1 ------------ o 0 0 0 0 0 0 PERMEABLE LEVEE REPAIR,, — ORDINARY WIHIGH WATEk7 I °7 _ EXISTING. � i' a = -------------- �- r LEVEE W ° % crI uj LLI % •'�_____________ice-_. _______-_______ __ /__ --J. __---__-� - - ----- �i U,RDINARY "-' _ VI ---- i% So------- . HfGEL_WAfER- -- b LEGEND: ^ � WETLAND ----ORDINARY HIGH WATER LINE - e — ----c-----c—CUT LINE(DAYLIGHT) TEMP.WETLAND '°'`';: •` BUFFER IMPACT -----F-----F—FILL LINE(DAYLIGHT) K LARGE WOODY —' EXISTING CHANNEL CENTER LINE d DEBRIS — — PROPOSED CENTERLINE CHANNEL i — — ——WETLAND BUFFER EXISTING RIPRAP WETLAND BOUNDARY m9ffammmmmm EXISTING LEVEE PURPOSE: TO REPAIR THE EXISTING SPAWNING PROPOSED: ELLIOT SPAWNING CHANNEL CHANNEL ADJACENT TO THE CEDAR IMPACTS PLAN RIVER DATUM: VERT:NAVD BB(CORPS) 0 20 LOCATION: KING COUNTY,WASHINGTON HORIZ:NAD 83191(CORPS) j S.22, T.23 N,R.5E,W.M. s BASIN: CEDAR/SAMMAMISH SCALE 1"=20' FROM: LATITUDE-47°28'10" ADJACENT PROPERTY OWNERS: LONGITUDE-12 1" APPLICANT: CITY OF RENTON,WA TO: LATITUDE-47°288''1010"" CITY OF RENTON LONGITUDE-122°09'06" DATE: JULY 2011 SHEET: 10 of 10 . 1 I f�a OOPPS Op�O� NATIONWIDE PERMIT 27 of Army Corps Terms and Conditions of Engineers o Seattle District Effective Date: September 10,2007 A. Description of Authorized Activities B. Corps National General Conditions for all NWPs C. Corps Seattle District Regional General Conditions D. Corps Regional Specific Conditions for this NWP E. State 401 Certification General Conditions F. State 401 Certification Specific Conditions for this NWP G. EPA 401 Certification General Conditions H. EPA 401 Certification Specific Conditions for this NWP I. Spokane Tribe of Indians 401 Certification General Conditions J. Tribal 401 Certification Specific Conditions for this NWP K. CZM Consistency Response Specific Conditions for this NWP L. Additional Limitations on the Use of NWPs In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met, as applicable, for a Nationwide Permit 27 authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES 27.Aquatic Habitat Restoration Establishment a nd Enhancement Activities. Activities in waters of the United States associated with the restoration,enhancement,and establishment of tidal and non-tidal wetlands and riparian areas and the restoration and enhancement of non-tidal streams and other non-tidal open waters,provided those activities result in net increases in aquatic resource functions and services. To the extent that a Corps permit is required,activities authorized by this NWP include,but are not limited to: the removal of accumulated sediments;the installation,removal,and maintenance of small water control structures, dikes,and berms;the installation of current deflectors;the enhancement,restoration,or establishment of riffle and pool stream structure;the placement of in-stream habitat structures;modifications of the stream bed and/or banks to restore or establish stream meanders;the backfilling of artificial channels and drainage ditches;the removal of existing drainage structures;the construction of small nesting islands;the construction of open water areas;the construction of oyster habitat over unvegetated bottom in tidal waters;shellfish seeding;activities needed to reestablish vegetation,including plowing or discing for seed bed preparation and the planting of appropriate wetland species;mechanized land clearing to remove non-native invasive,exotic,or nuisance vegetation;and other related activities. Only native plant species should be planted at the site. This NWP authorizes the relocation of non-tidal waters,including non-tidal wetlands and streams, on the project site provided there are net increases in aquatic resource functions and services. Except for the relocation of non-tidal waters on the project site,this NWP does not authorize the conversion of a stream or natural wetlands to another aquatic habitat type(e.g.,stream to wetland or vice versa)or uplands. This NWP does not authorize stream channelization.This NWP does not authorize the relocation of tidal waters or the conversion of tidal waters,including tidal wetlands,to other aquatic uses,such as the conversion of tidal wetlands into open water impoundments. Reversion.For enhancement,restoration,and establishment activities conducted: (1)In accordance with the terms and conditions of a binding wetland enhancement,restoration,or establishment agreement between the landowner and the U:S.Fish and Wildlife Service(FWS),the Natural Resources Conservation Service(NRCS),the Farm Service Agency(FSA),the National Marine Fisheries Service(NMFS),the National Ocean Service(NOS),or their designated state cooperating agencies; (2)as voluntary wetland restoration,enhancement,and establishment actions documented by the NRCS or USDA Technical Service Provider pursuant to NRCS Field'Office Technical Guide standards;or(3)on reclaimed surface coal mine lands,in accordance with a Surface Mining Control and Reclamation Act permit issued by the OSM or the applicable state agency,this NWP also authorizes any future discharge of dredged or fill material associated with the reversion of the area to its documented prior condition and use(i.e.,prior to the restoration, enhancement,or establishment activities). The reversion must occur within five years after expiration of a limited term wetland restoration or establishment agreement or permit,and is authorized . in these circumstances even if the discharge occurs after this NWP expires.The five-year reversion limit does not apply to agreements without time limits reached between the landowner and the FWS,NRCS,FSA,NMFS,NOS,or an appropriate state cooperating agency.This NWP also authorizes discharges of dredged or fill material in waters 1 of the United States for the reversion of wetlands that were restored,enhanced,or established on prior-converted cropland that has not been abandoned or on uplands,in accordance with a binding agreement between the landowner and NRCS,FSA,FWS,or their designated state cooperating agencies(even though the restoration,enhancement,or establishment activity did not require a section 404 permit).The prior condition will be documented in the original agreement or permit,and the determination of return to prior conditions will be made by the Federal agency or appropriate state agency executing the agreement or permit.Before conducting any reversion activity the permittee or the appropriate Federal or state agency must notify the district engineer and include the documentation of the prior condition. Once an area has reverted to its prior physical condition, it will be subject to whatever the Corps Regulatory requirements are applicable to that type of land at the time.The requirement that the activity result in a net increase in aquatic resource functions and services does not apply to reversion activities meeting the above conditions.Except for the activities described above,this NWP does not authorize any future discharge of dredged or fill material associated with the reversion of the area to its prior condition.In such cases a separate permit would be required for any reversion. Reporting:For those activities that do not require pre-construction notification,the permittee must submit to the district engineer a copy of. (1)The binding wetland enhancement,restoration,or establishment agreement,or a project description,including project plans and location map; (2)the NRCS or USDA Technical Service Provider documentation for the voluntary wetland restoration,enhancement,or establishment action; or(3)the SMCRA permit issued by OSM or the applicable state agency.These documents must be submitted to the district engineer at least 30 days prior to commencing activities in waters of the United States authorized by this NWP. Notification.The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity(see general condition 27),except for the following activities: (1)Activities conducted on non-Federal public lands and private lands,in accordance with the terms and conditions of a binding wetland enhancement,restoration,or establishment agreement between the landowner and the U.S.FWS,MRCS,FSA,NNIFS,NOS,or their designated state cooperating agencies; (2)Voluntary wetland restoration,enhancement,and establishment actions documented by the NRCS or USDA Technical Service Provider pursuant to NRCS Field Office Technical Guide standards;or 2 (3)The reclamation of surface coal mine lands,in accordance with an SMCRA permit issued by the OSM or the applicable state agency. However,the permittee must submit a copy of the appropriate documentation.(Sections 10 and 404) Note: This NWP can be used to authorize compensatory mitigation projects,including mitigation banks and in- lieu fee programs.However,this NWP does not authorize the reversion of an area used for a compensatory mitigation project to its prior condition, since compensatory mitigation is generally intended to be permanent. B. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPs 1.Navigation. (a)No activity may cause more than a minimal adverse effect on navigation. (b)Any safety lights and signals prescribed by the U.S.Coast Guard,through regulations or otherwise,must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c)The permittee understands and agrees that,if future operations by the United States require the removal,relocation,or other alteration,of the structure or work herein authorized,or if,in the opinion of the Secretary of the Army or his authorized representative,said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be required,upon due notice from the Corps of Engineers,to remove,relocate, or alter the structural work or obstructions caused thereby,without expense to the United States.No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic,Life Movements.No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody,including those species that normally migrate through the area, unless the activity's primary purpose is to impound water.Culverts placed in streams must be installed to maintain low flow conditions. 3. Spawning Areas.Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable.Activities that result in the physical destruction(e.g.,through excavation,fill,or downstream smothering by substantial turbidity)of an important spawning area are not authorized. 4.Mi rg atou Bird Breeding Areas.Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds.No activity may occur in areas of concentrated shellfish populations,unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48. 6. Suitable Material.No activity may use unsuitable material(e.g.,trash,debris,car bodies,asphalt,etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts(see Section 307 of the Clean Water Act). 7.Water Supply Intakes.No activity may occur in the proximity of a public water supply intake,except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8.Adverse Effects From Impoundments.If the activity,creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water,and/or restricting its flow must be minimized to the maximum extent practicable. 9.Management of Water Flows.To the maximum extent practicable,the.pre-construction course,condition, capacity,and location of open waters must be maintained for each activity,including stream channelization and storm water management activities, except as provided below.The activity must be constructed to withstand expected high flows.The activity must not restrict or impede the passage of normal or high flows,unless the primary purpose of the activity is to impound water or manage high flows.The activity may alter the pre- construction course,condition,capacity,and location of open waters if it benefits the aquatic environment(e.g., stream restoration or relocation activities). 3 10.Fills Within 100-Year Floodplains.The activity must comply with applicable FEMA-approved state or local floodplain management requirements. 11.Equipment.Heavy equipment working in wetlands or mudflats must be placed on mats,or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls.Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction,and all exposed soil and other fills,as well as any work below the ordinary high water mark or high tide line,must be permanently stabilized at the earliest practicable date.Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 13.Removal of Temporary Fills.Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations.The affected areas must be revegetated,as appropriate. 14.Proper Maintenance.Any authorized structure or fill shall be properly maintained,including maintenance to ensure public safety. 15.Wild and Scenic Rivers.No activity may occur in a component of the National Wild and Scenic River System,or in a river officially designated by Congress as a"study river"for possible inclusion in the system while the river is in an official study status,unless the appropriate Federal agency with direct management responsibility for such river,has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status.Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area(e.g.,National Park Service,U.S.Forest Service,Bureau of Land Management,U.S.Fish and Wildlife Service). 16.Tribal Rights.No activity or its operation may impair reserved tribal rights,including,but not limited to, reserved water rights and treaty fishing and hunting rights. 17.Endangered Species.(a)No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act(ESA),or which will destroy or adversely modify the critical habitat of such species.No activity is authorized under any NWP which"may affect"a listed species or critical habitat,unless Section 7 consultation addressing the effects of the proposed activity has been completed.(b)Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. (c)Non-federal permittees shall notify the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized.For activities that might affect Federally-listed endangered or threatened species or designated critical habitat,the pre-construction notification must include the name(s)of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work.The district engineer will determine whether the proposed activity"may affect"or will have"no effect"to listed species and designated critical habitat and will notify the non- Federal applicant of the Corps'determination within 45 days of receipt of a complete pre-construction notification. In cases where the non-Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project,and has so notified the Corps,the applicant shall not begin work until the Corps has provided notification the proposed activities will have"no effect"on listed species or critical habitat,or until Section 7 consultation has been completed. (d)As a result of formal or informal consultation with the FWS or . NMFS the district engineer may add species-specific regional endangered species conditions to the NWPs. (e) Authorization of an activity by a NWP does not authorize the"take"of a threatened or endangered species as defined under the ESA.In the absence of separate authorization(e.g.,an ESA Section 10 Permit,a Biological Opinion with"incidental take"provisions,etc.)from the U.S.FWS or the NMFS,both lethal and non-lethal"takes" of protected species are in violation of the ESA.Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S.FWS and NMFS or their world wide Web pages at http://lti,iviv.641.Qov/and htty://ti4,i4ryv.noaa.zov/fsheries.html respectively. 4 18.Historic Properties. (a)In cases where the.district engineer determines that the activity may affect properties listed, or eligible for listing,in the National Register of Historic Places,the activity is not authorized,until the requirements of Section 106 of the National Historic Preservation Act(NHPA)have been satisfied.(b)Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if.the authorized activity may have the potential to cause effects to any historic properties listed,determined to be eligible for listing on,or potentially eligible for listing on the National Register of Historic Places,including previously unidentified properties. For such activities,the pre-construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties.Assistance regarding information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer,as appropriate,and the National Register of Historic Places(see 33 CFR 330.4(g)).The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts,which may include background research,consultation,oral history interviews, sample field investigation,and field survey. Based on the information submitted and these efforts,the district . engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. Where the non-Federal applicant has identified historic properties which the activity may have the potential to cause effects and so notified the Corps,the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties(see 36 CFR§800.3(a)). If NHPA section 106 consultation is required and will occur,the district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106 consultation is completed. (e) Prospective permittees should be aware that section I l0k of the NHPA(16 U.S.C. 470h-2(k))prevents the Corps from granting a permit or other assistance to an applicant who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally significantly adversely affected a historic property to which the permit would relate,or having legal power to prevent it,allowed such significant adverse effect to occur,unless the Corps,after consultation with the Advisory Council on Historic Preservation(ACHP),determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance,the Corps is required to notify the ACHP and provide documentation specifying the circumstances,explaining the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant,SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes,and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 19.Designated Critical Resource Waters. Critical resource waters include,NOAA-designated marine sanctuaries,National Estuarine Research Reserves,state natural heritage sites,and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the district engineer after notice and opportunity for public comment.The district engineer may also designate additional critical resource waters after notice and opportunity for comment. (a)Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 145 16, 17,21,29,31,35, 39,40,42,43,445 49,and 50 for any activity within,or directly affecting,critical resource waters,including wetlands adjacent to such waters. (b)For NWPs 3,8, 10, 13, 15, 18, 19,22,23,25,27,28,30,33,34,36,37, and 38,notification is required in accordance with general condition 27,for any activity proposed in the designated critical resource waters including wetlands adjacent to those-waters.The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 20.Miti ag tion.The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a)The activity must be designed and constructed to avoid and minimize adverse effects,both temporary and permanent,to waters of the United States to the maximum extent practicable at the project site(i.e.,on site). (b)Mitigation in all 5 its forms(avoiding,,minimizing,rectifying,reducing,or compensating)will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c)Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10 acre and require pre-construction notification,unless the district engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement.For wetland losses of 1/10 acre or less that require pre-construction notification,the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the first compensatory mitigation option considered. (d)For losses of streams or other open waters that require pre-construction notification,the district engineer may require compensatory mitigation, such as stream restoration,to ensure that the activity results in minimal adverse effects on the aquatic environment. (e)Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs.For example,if an NWP has an acreage limit of 1/2 acre,it cannot be used to authorize any project resulting in the loss of greater than 1/2 acre of waters of the United States,even if compensatory mitigation is provided that replaces or restores some of the lost waters.However,compensatory mitigation can and should be used,as necessary,to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs.(f)Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the establishment,maintenance,and legal protection(e.g., conservation easements)of riparian areas next to open waters.In some cases,riparian areas may be.the only compensatory mitigation required.Riparian areas should consist of native species.The width of the required riparian area will address documented water quality or aquatic habitat loss concerns.Normally,the riparian area will be 25 to 50 feet wide on each side of the stream,but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation(e.g.,riparian areas and/or wetlands compensation)based on what is best for the aquatic environment on a.watershed basis. In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation,the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g)Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation.In all cases,the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. (h)Where certain functions and services of waters of the United States are permanently adversely affected,such as the conversion of a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way,mitigation may be required to reduce the adverse effects of the project to the minimal level. 21.Water Quality.Where States and authorized Tribes,or EPA where applicable,have not previously certified compliance of an NWP with CWA Section 401,individual 401 Water Quality Certification must be obtained or waived(see 33 CFR 330.4(c)).The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 22.Coastal Zone Management.In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence.,an individual state coastal zone management consistency concurrence must be obtained,or a presumption of concurrence must occur(see 33 CFR 330.4(d)).The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 23.Regional and Case-By-Case Conditions.The activity must comply with any regional conditions that may have been added by the Division Engineer(see 33 CFR 330.4(e))and with any case specific conditions added by the Corps or by the state,Indian Tribe,or U.S.EPA in its section 401 Water Quality Certification,or by the state in its Coastal Zone Management Act consistency determination. 24.Use of Multiple Nationwide Permits.The use of more than one NWP for a single and complete project is prohibited,except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit.For example,if a road crossing over tidal waters is constructed under NWP 14,with associated bank stabilization authorized by NWP 13,the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 6 25.Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification,the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to'the appropriate Corps district office to validate the transfer.A copy of the nationwide permit verification must be attached to the letter,and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred,the terms and conditions of this nationwide permit,including any special conditions,will continue to be binding on the new owner(s)of the property.To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions,have the transferee sign and date below." (Transferee) (Date) 26.Compliance Certification. Each permittee who received an NWP verification from the Corps must submit a signed certification regarding the completed work and any required mitigation. The certification form must be forwarded by the Corps with the NWP verification letter and will include: (a)A statement that the authorized work was done in accordance with the NWP authorization,including any general or specific conditions;(b)A statement that any required mitigation was completed in accordance with the permit conditions;and(c)The signature of the permittee certifying the completion of the work and mitigation. 27.Pre-Construction Notification.(a)Timing.Where required by the terms of the NWP,the prospective permittee must notify the district engineer by submitting a pre-construction notification(PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and,as a general rule,will request additional information necessary to make the PCN complete only once.However,if the prospective permittee does not provide all of the requested information,then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity: (1)Until notified in writing by the district engineer that the activity may proceed under the NVAT with any special conditions imposed by the district or division engineer;or(2)If 45 calendar days have passed from the district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer.However,if the permittee was required to notify the Corps pursuant to general condition 17 that listed species or critical habitat might affected or in the vicinity of the project,or to notify the Corps pursuant to general condition 18 that the activity may have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that is"no effect"on listed species or"no potential to cause effects"on historic properties,or that any consultation required under Section 7 of the Endangered Species Act(see 33 CFR 330.4(f))and/or Section 106 of the National Historic Preservation(see 33 CFR 330.4(g))is completed.Also,work cannot begin under NWPs 21,49,or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written waiver to exceed specified limits of an NWP,the permittee cannot begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN,the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified,suspended,or revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). (b)Contents of Pre-Construction Notification: The PCN must be in writing and include the following information: (1)Name,address and telephone numbers of the prospective permittee;(2)Location of the proposed project; (3)A description of the proposed project;the project's purpose; direct and indirect adverse environmental effects the project would cause;any other NWP(s),regional general permit(s),or individual permit(s)used or intended to be used to authorize any part of the proposed project or any related activity.The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the project and when provided result in a quicker decision.); (4)The PCN must include a delineation of special aquatic sites and other waters of the United States on the project site.Wetland delineations must be prepared in accordance with the current method required by 7 the Corps.The permittee may ask the Corps to delineate the special aquatic sites and other waters of the United States,but there may be a delay if the Corps does the delineation,especially if the project site is large or contains many waters of the United States.Furthermore,the 45 day period will not start until the delineation has been submitted to or completed by the Corps,where appropriate; (5)If the proposed activity will result in the loss of greater than 1/10 acre of wetlands and a PCN is required,the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied.As an alternative,the prospective permittee may submit a conceptual or detailed mitigation plan. (6)If any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat,for non-Federal applicants the PCN must include the name(s)of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act;and(7)For an activity that may affect a historic property listed on,determined to be eligible for listing on,or potentially eligible for listing on,the National Register of Historic Places,for non-Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the.location of the historic property. Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. (c)Form of Pre-Construction Notification: The standard individual permit application form(Form ENG 4345) may be used,but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs(b)(1)through(7)of this general condition.A letter containing the required information may also be used. (d)Agency Coordination: (1)The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. (2)For all NWP 48 activities requiring pre-construction notification and for other NWP activities requiring pre-construction notification to the district engineer that result in the loss of greater than 1/2-acre of waters of the United States,the district engineer will immediately provide(e.g.,via facsimile transmission,overnight mail,or other expeditious manner)a copy of the PCN to the appropriate Federal or state offices(U.S.FWS,state natural resource or water quality agency,EPA, State Historic Preservation Officer(SHPO)or Tribal Historic Preservation Office(THPO),and,if appropriate,the NMFS).With the exception of NWP 37,these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the district engineer notice that they intend to provide substantive,site-specific comments. If so contacted by an agency,the district engineer will wait an additional 15 calendar days before making a decision on the pre-construction notification.The district engineer will fully consider agency comments received within the specified time frame,but will provide no response to the resource agency,except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies`concerns were considered.For NWP 37,the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur.The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended,or revoked in accordance with the procedures at 33 CFR 330.5.(3)In cases of where the prospective permittee is not a Federal agency,the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations,as required by Section 305(b)(4)(B)of the Magnuson-Stevens Fishery Conservation and Management Act. (4)Applicants are encouraged to provide the Corps multiple copies of pre-construction notifications to expedite agency coordination. (5)For NWP 48 activities that require reporting,the district engineer will provide a copy of each report within 10 calendar days of receipt to the appropriate regional office of the NMFS. (e)District Engineer's Decision: In reviewing the PCN for the proposed activity,the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest.If the proposed activity requires a PCN and will result in a loss of greater than 1/10 acre of wetlands,the prospective permittee should submit a mitigation proposal with the PCN.Applicants may,also propose compensatory mitigation for projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal.The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal,after considering mitigation,the district engineer will notify the permittee and include any conditions the district engineer deems necessary.The district engineer must approve any compensatory mitigation proposal before the permittee commences work.If the prospective permittee elects to submit a 8 compensatory mitigation plan with the PCN,the district engineer will expeditiously review the proposed compensatory mitigation plan.The district engineer must review the plan within 45 calendar days'of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on the aquatic environment.If the net adverse effects of the project on the aquatic environment(after consideration of the compensatory mitigation proposal)are determined by the district engineer to be minimal,the district engineer will provide a timely written response to the applicant.The response will state that the project can proceed under the terms and conditions of the NWP. If the district engineer determines that the adverse effects of the proposed work are more than minimal,then the district engineer will notify the applicant either: (1)That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit;(2)that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level;or(3)that the project is authorized under the NWP with specific modifications or conditions.Where the district engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment,the activity will be authorized within the 45-day PCN period.The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level.When mitigation is required,no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan. 28. Single and Complete Project.The activity must be a single and complete project.The same NWP cannot be used more than once for the same single and complete project. C. Corps Seattle District Regional General Conditions 1. Aquatic Resources Requiring Special Protection. The following restrictions apply to activities in Washington State requiring Department of the Army authorization: (a) Activities resulting in a loss of waters of the United States in a mature forested wetland,bog,bog-like wetland,aspen-dominated wetland,or alkali wetland are not authorized by NWP,except the following NWPs: NWP 3 — Maintenance NWP 20 — Oil Spill Cleanup NWP 32 — Completed Enforcement Actions NWP 38 — Cleanup of Hazardous and Toxic Waste NWP 47 — Pipeline Safety Program Designated Time Sensitive Inspections and Repairs (b) For activities in or affecting a mature forested wetland,bog,bog-like wetland,wetland in a dunal system along the Washington coast,vernal pool,aspen-dominated wetland,alkali wetland,camas prairie wetland,or marine water with eelgrass beds(except for NWP 48)and not prohibited by the preceding general regional condition La., the permittee must submit a pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 27(Pre-Construction Notification). 2. Access. You must allow representatives of this office to inspect the authorized activity at any time deemed necessary to ensure that the work is being,or has been,accomplished in accordance with the terms and conditions of your permit. 3. Commencement Bay. Activities requiring Department of the Army authorization and located in the Commencement Bay Study Area are not authorized by the following NWPs: NWP 12 — Utility Line Activities(substations) NWP 13 — Bank Stabilization NWP 14 — Linear Transportation Projects NWP 23 — Approved Categorical Exclusions NWP 29 — Residential Developments NWP 39 — Commercial and Institutional Developments NWP 40 — Agricultural Activities 9 NWP 41 — Reshaping Existing Drainage Ditches NWP 42 — Recreational Facilities NWP 43 - Stormwater Management Facilities 4. Bank Stabilization.All bank stabilization projects require pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 27 Pre-Construction Notification). Each notification must include a planting plan using native riparian plant species unless the applicant demonstrates that a planting plan is not appropriate or not practicable.Each notification must also include the following information,except as waived by the District Engineer: (a) Need for the work,including the cause of the erosion and the threat posed to structures,infrastructure, and/or public safety. (b) Current and expected post-project sediment movement and deposition patterns in and near the project area. (c) Current and expected post-project habitat conditions,including the presence of fish,wildlife and plant species in the project area. (d) Demonstration that the proposed project incorporates the least environmentally damaging practicable bank protection methods. These methods include,but are not limited to,the use of bioengineering,biotechnical design, root wads,large woody debris,native plantings,and beach nourishment in certain circumstances. If rock must be used due to site erosion conditions, explain how the bank stabilization structure incorporates elements beneficial to fish. (e) Assessment of the likely impact of the proposed work on upstream,downstream and cross-stream properties(at a minimum the area assessed should extend from the nearest upstream bend to the nearest downstream bend of the watercourse). Discuss the methodology used for determining effects. NOTE: Information on designing bank stabilization projects can be found in the Washington Department of Fish and Wildlife's Integrated Streambank Protection Guidelines(http://uryvw wdfiv iva zovlhablahz/ispgdoe.htm);King County's Reconnaissance Assessment of the State of the Nearshore Ecosystem (http://dnr.metrokc.Zov/1-vh/tivatersheds/uuaet/nearshore%sonr.htm);and three technical(white)papers—Marine and Estuarine Shoreline Modification Issues,Ecological Issues in Floodplains and Riparian Corridors,and Over-Water Structures:Marine,Freshwater, and Treated Wood Issues(http://i-ndf4,.wa.gov/hab/ahg/czhwhite.htm). 5. Cultural Resources and Human Burials. Permittees must immediately stop work and notify the District Engineer within 24 hours if,during the course of conducting authorized work,human burials, cultural resources,or historic properties,as identified by the National Historic Preservation Act,are discovered and may be affected by the work. Failure to stop work in the area of discovery until the Corps can comply with the provisions of 33 CFR 325 Appendix C,the National Historic Preservation Act,and other pertinent laws and regulations could result in a violation of state and federal laws. Violators are subject to civil and criminal penalties. 6. Essential Fish Habitat. An activity which may adversely affect essential fish habitat, as identified under the Magnuson-Stevens Fishery Conservation and Management Act(MSA),may not be authorized by NWP until essential fish habitat requirements have been met by the applicant and the Corps. Non-federal permittees shall notify the District Engineer if essential fish habitat may be affected by,or is in the vicinity of,a proposed activity and shall not begin work until notified by the District Engineer that the requirements of the essential fish habitat provisions of the MSA have been satisfied and the activity is authorized. The notification must identify the type(s) of essential fish habitat(i.e.,Pacific salmon,groundfish,and/or coastal-pelagic species)managed by a Fishery Management Plan that may be affected. Information about essential fish habitat is available at http://wwtiv.nwr.noaa.Gov/ 7. Vegetation Protection and Restoration. Permittees must clearly mark all construction area boundaries before beginning work and minimize the removal of native vegetation in riparian areas and wetlands to the maximum extent practicable. Areas subject to temporary vegetation removal in wetlands or riparian areas during construction shall be replanted with appropriate native species by the end of the first planting season following the disturbance except as waived by the District Engineer. 10 i A Corps Regional Specific Conditions for this NWP: 1. For projects subject to pre-construction notification and involving work that would result in any loss of waters of the U.S. in a special aquatic site(e.g.,mudflat,wetland or riffle and pool complex),the notification must explain why the loss is necessary and show how it would be fully offset by the beneficial impacts of the project. The notification must describe pre-project site conditions(including photographs),general wetland and other aquatic functions the site provides,and proposed maintenance and monitoring plans. 2. The permitee must submit a pre-construction notification to the District Engineer in accordance with NWP General Condition 27 (Pre-construction Notification)for any proposed project located in a Department of the Army permit compensatory mitigation site,Comprehensive Environmental Response,Compensation and Liability Act (Superfund) site,Resource Conservation and Recovery Act hazardous waste clean-up site,or Washington State Model Toxics Control Act clean-up site. NOTE: The restoration of former waters may occur in either tidal or non-tidal waters. However, NWP 27 may not be used for the enhancement or creation of tidal waters other than wetland and riparian areas. (See the NWP definition section for more information). NOTE: Conversion of wetlands dominated by native vegetation to open water habitat is not typically viewed as environmentally beneficial and would typically not be authorized under NWP 27. NOTE: Restoration projects involving shellfish seeding must use shellfish naturally present within the watershed (native shellfish)to be considered a restoration proposal under NWP 27. E. State 401 Certification General Conditions 1.For in-water construction activities. Individual 401 review is required under this condition for projects or activities authorized under NWPs that will cause,or be likely to cause or contribute to an exceedence of a State water quality standard(WAC 173-201A) or sediment management standard(WAC 173-204). State water qualitv standards can be located on Ecology's website:httt)://www.ecv.wa.gov/nrogramsAvaA141as/. Sediment management standards can be located on Ecology's website: http://tivww.ecy.wa.govlbiblio/wael 73204.htm1. Information is also available by contacting Ecology's Federal Permit staff. 2. Proiects or Activities Discharging to Impaired Waters. Individual 401 review is required by this condition for projects or activities authorized under NWPs if the project or activity may result in further exceedences of a specific parameter the waterbody is listed for on the state's list of impaired waterbodies(the 303(d)list). The current 303(d)listed waterbodies can be identified using search tools available on Ecology's website: http://w�v.ecl,.iva.zotilprozramslwp/303d/2002/2002-index.html or by contacting Ecology's Federal Permit staff. 3. Notification. For projects or activities that will require individual 401 review,applicants must provide Ecology with the written documentation provided to the Corps(as described in Corps Nationwide Permit General Condition 27,Pre-Construction Notification),including,when applicable: (a) A description of the project,including site plans,project purpose,direct and indirect adverse environmental effects the project would cause,any other Department of the Army permits used or intended to be used to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States. Wetland delineations must be prepared in accordance with the current method required by the Corps and shall include Ecology's Wetland Rating form. Note:Forms are available at Ecology's Wetlands website: hay:/hviti,w.ecv.wa.�,oi)/proQrams/sea/wetlands/index.htnil or by contacting Ecology's Federal Permit staff. (c) Coastal Zone Management Program"Certification of Consistency"Form if the project is located within a coastal county(Clallam,Grays Harbor,Island,Jefferson,King,Kitsap;Mason,Pacific,Pierce, San Juan, Skagit, Snohomish,Thurston,Wahkiakum,and Whatcom counties). Note:Forms are available at the Army Co7ps of Engineers website:http://uryvw.nivs.usace.arniv.ni-il or by contacting Ecology's Federal Permit staff.. 11 (d) Other applicable requirements of Corps Nationwide Permit General Condition 27,Corps Regional Conditions,or notification conditions of the applicable NWP. Ecology's review time shall not begin until the applicable documents noted above have been provided to Ecology and Ecology has received a copy of the final Nationwide Permit verification letter from the Corps. 4. Aquatic resources requiring special protection. Certain aquatic resources are unique,difficult-to-replace components of the aquatic environment in Washington State.Activities that would affect these resources must be avoided to the greatest extent possible. Compensating for adverse impacts to high value aquatic resources is typically difficult,prohibitively expensive,and may not be possible in some landscape settings. Individual 401 review is required for activities in or affecting.the following aquatic resources(and not prohibited by Regional Condition 1),except for: NWP 20—Oil Spill Cleanup NWP 32—Completed Enforcement Actions NWP 38—Cleanup of Hazardous Waste NWP 47—Pipeline Safety Program Repair (a) Wetlands with special characteristics (as defined in the Washington State Wetland Rating Systems for western and eastern Washington,Ecology Publication#s04-06-025 and#04-06-015): • estuarine wetlands • Natural Heritage wetlands • Bogs • old-growth and mature forested wetlands • wetlands in coastal lagoons • interdunal wetlands • vernal pools • alkali wetlands (b) Bog-like wetlands, aspen-dominated wetlands,camas prairie wetlands,and marine water with eelgrass beds (except for NWP 48). (c) Category I wetlands (d) Category II wetlands with a habitat score>29 points. 5. Mitigation. 401 Certification is based on adequate compensatory mitigation being provided for wetland and other water quality-related impacts of projects or activities authorized under the NWP Program. Mitigation plans submitted for Ecology review and approval shall be based on the guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publication#s06-06-01 la and#06-06-01 lb)and shall,at a minimum,include the following: (a) A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. (b) The nature of the proposed impacts(i.e.,acreage of wetlands and functions lost or degraded) (c) The rationale for the mitigation site that was.selected (d) The goals and objectives of the compensatory mitigation project (e) How the mitigation project will be accomplished,including proposed performance standards for measuring success and the proposed buffer widths (f) How it will be maintained and monitored to assess progress towards goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. (g) How the compensatory mitigation site will be legally protected for the long-term. Refer to Wetland Mitigation in Washington State—Part 2: Developing Mitigation Plans(Ecology Publication#06- 06-011b)for guidance on developing mitigation plans. Ecology encourages the use of alternative mitigation approaches,including advance mitigation and other programmatic approaches,such as mitigation banks and programmatic mitigation areas at the local level. If you are 12 interested in proposing use of an alternative mitigation approach,consult with the appropriate Ecology regional staff person. (see httn//iti1anA ecv wa Gov/programs/sea/wetlands/contacts.htm) For information on the state wetland mitigation banking program go to: http•//w%nv ecv wa gov/prozrams/sea/wetlands/mitigation/bankinz/i77dex.html 6. Temporary Fills. Individual 401 review is required for any project or activity with temporary fill in wetlands or other waters of the State for more than 90 days,unless the applicant has received written approval from Ecology. 7. Mill Creek Special Area Management Plan. This condition applies to all NWPs within the boundaries described in the Mill Creek Special Area Management Plan(SAMP),King County,Washington,dated April 2000 (SAMP). The boundaries of the SAMP encompass all sub-basins and tributaries drained by Algona Creek,Auburn Creek, Bingaman Creek,Midway Creek,Mill Creek,and Mullen Slough.The area is bounded roughly on the south by 8`i' - Avenue N in Algona and 0'Street NE in Auburn,on the east and north by the Ordinary High Water Mark of the Green River,and on the west by the plateau that parallels Interstate 5 above the Green River valley. Individual 401 review is required for projects or activities authorized under the NWPs unless: (a) The project or activity will result in fill-related impacts to only wetlands designated as developable under Alternative#8,as shown on Figure 4-8 of the SAMP. (b) Compensatory mitigation for such impacts is onsite and/or within the areas designated on Figure 3-3, "Maximum Areas for Restoration by Target Habitat Type,"in the SAMP Aquatic Resources Restoration Plan(April 2000). (c) Mitigation plans comply with the requirements of the SAMP and,in general,with the guidance in the interagency Wetland Mitigation in Washington State(March 2006;Ecology publications#06-06-01 la and#06-06- 011 b).Note:You can download the SAMP and Aquatic Resources Restoration Plan at http•//itiwi4 nws usace ariny mil/PublicMenu/Menu cfn?sitename=REG&pa.9enanze=Mill Creek SAMP. 8. State Certification for PCNs not receiving 45-day response. In the event the U.S.Army Corps of Engineers does not respond to a complete pre-construction notification within 45 days,the applicant must contact Ecology for Individual 401 review. F. State 401 Certification Specific Conditions for this N_NVP Certified,subject to conditions. Individual 401 review is required for projects or activities authorized under this NWP if 1. The project or activity involves fill in tidal waters. 2. The projector activity has impacts to wetlands. G. EPA 401 Certification General Conditions In order for any NWP authorization to be valid in Washington State,permittees must comply with all applicable 401 Certification general conditions. EPA 401 Certification general conditions apply to all NWP authorizations involving Indian Tribal lands(excluding the tribal lands of the Chehalis Tribes,Port Section 404 activities on Native American ( g Gamble S'Klallum Tribe,Kalispel Tribe,Makah Indian Tribe,Puyallup Tribe,Spokane Tribe,and Tulalip Tribe) and Federal land with exclusive jurisdiction within Washington State. A. Special Aquatic Sites. Any activities in the following types of wetlands and waters of the U.S.will need to apply for an individual 401 certification: Mature forested wetlands;bogs;bog-like wetlands;wetlands in dunal systems along the Washington coast;vernal pools;aspen-dominated wetlands;alkali wetlands;camas prairie wetlands; salt marshes;or marine water with eelgrass beds. B. Soil Erosion and Sediment Controls. An individual 401 certification is based on the project or activity meeting established turbidity levels. EPA will be using as guidance the state of Washington's water quality standards [WAC 13 173-201a] and sediment quality standards[WAC 173-204]. Projects or activities that are expected to exceed these levels or that do exceed these levels will require an individual 401 certification. C. Compliance with Stormwater Provisions. Individual 401 certification is required for projects or activities not designed in accordance with Ecology's most recent stormwater manual or Ecology approved equivalent manual. D. Compliance with requirements of the National Pollutant DischarjZe Elimination System. For projects and activities requiring coverage under an NPDES permit,certification is based on compliance with the requirements of that permit. Projects and activities not in compliance with NPDES requirements will require individual 401 certification. E. Projects or Activities Discharging to Impaired Waters. Individual 401 certification is required for projects or activities authorized under NWPs if the project will discharge to a waterbody on the list of impaired waterbodies (the 303(d)List)and the discharge may result in further exceedence of a specific parameter the waterbody is listed for. EPA may issue 401 certification for projects or activities that would result in further exceedence or impairment if mitigation is provided that would result in a net decrease in listed contaminants or less impairment in the waterbody. This determination would be made during individual 401 certification review. F. Notification. For projects requiring individual 401 certification,applicants must provide EPA with the same documentation provided to the Corps(as described in Corps National General Condition 27,Pre-Construction Notification),including,when applicable: (a) A description of the project,including site plans,project purpose,direct and indirect adverse environmental effects the project would cause,any other U.S.Department of the Army permits used or intended to be used to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States.Wetland delineations must be prepared in accordance with the current method required by the Corps. (c) A statement describing how the mitigation requirement will be satisfied. A conceptual or detailed mitigation or restoration plan may be submitted. (d) Other applicable requirements of Corps National General Condition 27,Corps Regional Conditions,or notification conditions of the applicable NWP. A request for individual 401 review is not complete until EPA receives the applicable documents noted above and EPA has received a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity under the NWP Program. G. Miti ag tion. An individual 401 certification is based on adequate compensatory mitigation being provided for wetland and other water quality-related impacts of projects or activities authorized under the NWP Program. Mitigation plans submitted shall be based on the Joint Agency guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publication#06-06-011 a and#06-06-01 lb) and shall,at a minimum, include the following: 1. A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. 2. The nature of the proposed impacts(i.e.,acreage of wetlands and functions lost or degraded). 3. The rationale for the mitigation site that was selected. 4. The goals and objectives of the compensatory mitigation project. 5. How the mitigation project will be accomplished,including proposed performance standards for measuring success and the proposed buffer widths. 6. How it will be maintained and monitored to assess progress towards goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. 7. How the compensatory mitigation site will be legally protected for the long-term. 14 H. Temporary. An individual 401 certification is required for any activity where temporary fill will remain in wetlands or other waterbodies for more than 90 days. The 90 day period begins when filling activity starts in the wetland or other waterbody. H. EPA 401 Certification Specific Conditions for this NWP Partially denied without prejudice.An individual 401 review is required for projects authorized under this NWP if: 1. The project or activities impact greater than''/z acre,or 2. Any project that involves shellfish seeding activities. I. Spokane Tribe of Indians 401 Certification General Conditions Specific to the Reservation and the Tribal Water Quality Standards,the applicant must comply with the following when there could be a discharge to waters of the Spokane Indian Reservation: 1. The applicant shall be responsible for achieving compliance with the Spokane Tribal Water Quality Standards. 2.The applicant shall submit copies of applications materials to the Spokane Tribal Water Control Board for review and approval at the same time they are submitted to Army Corps of Engineers and prior to any disturbance activities. 3. The applicant shall comply with all Spokane Tribal Integrated Resource Management Plan(IRMP) guidelines for land use activities and disturbances. 4. The applicant shall allow the Tribal Water Control board and Interdisciplinary Team to inspect the area in question and adopt recommendations made throughout its operation. 5. Monitoring of the discharge shall occur at a level indicated by EPA and the Tribe,are subject to change,and shall be submitted to both entities. J. Tribal 401.Certification Specific Conditions for this NWP Denied without prejudice by the Chehalis,Kalispel,Makah,Port Gamble S'Klallum,Puyallup,and Tulalip tribes. Certified subject to general conditions by the Spokane Tribe. K. CZM Consistency Response Specific Conditions for this NWP Concur,subject to the following condition: 1. Where individual 401 review is triggered,an individual CZM Consistency Response must be obtained for projects located within the 15 coastal counties.A"Certification of Consistency"form must be submitted in accordance with State General Condition 3 (Notification). L. ADDITIONAL LIMITATIONS ON THE USE OF NWPs 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other Federal,state,or local permits,approvals,or authorizations requited by law. 15 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal.project. i 16 a°�P soP�,o P 1 1 NATIONWIDE PERMIT 33' of Army corps Terms and Conditions of Engineers o •�`o ���a�' Seattle District Effective Date: September 10, 2007 A. Description of Authorized Activities, B. Corps National General Conditions for all NWPs C. Corps Seattle District Regional General Conditions D. Corps Regional Specific Conditions for this NWP E. State 401 Certification General Conditions F. State 401 Certification Specific Conditions for this NWP G. EPA 401 Certification General Conditions H. EPA 401 Certification Specific Conditions for this NWP I. Spokane Tribe of Indians 401 Certification General Conditions J. Tribal 401 Certification Specific Conditions for this NWP K. CZM Consistency Response Specific Conditions for this NWP W. L. Additional Limitations on the Use of NWPs In addition to any special condition that may be required on a case-by-case basis by the District Engineer,the following terms and conditions must be met, as applicable, for a Nationwide Permit 33 authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES 33.Temporary Construction,Access,and Dewatering.Temporary structures,work,and discharges,including cofferdams,necessary for construction activities or access fills or dewatering of construction sites,provided that the associated primary activity is authorized by the Corps of Engineers or the U.S.Coast Guard.This NWP also authorizes temporary structures,work,and discharges,including cofferdams,necessary for construction activities not otherwise subject to the Corps or U.S.Coast Guard permit requirements.Appropriate measures must be taken to maintain near normal downstream flows and to minimize flooding.Fill must consist of materials,and be placed in a manner,that will not be eroded by expected high flows.The use of dredged material may be allowed if the district engineer determines that it will not cause more than minimal adverse effects on aquatic resources.Following completion of construction,temporary fill must be entirely removed to upland areas,dredged material must be returned to its original location,and the affected areas must be restored to pre-construction elevations.The affected areas must also be revegetated,as appropriate.This permit does not authorize the use of cofferdams to dewater wetlands or other aquatic areas to change their use. Structures left in place after construction is completed require a section 10 permit if located in navigable waters of the United States.(See 33 CFR part 322.) Notification:The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity(see general condition 27).The pre-construction notification must include a restoration plan showing how all temporary fills and structures will be removed and the area restored to pre-project conditions. (Sections 10 and 404) B. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPS 1.Navigation.(a)No activity may cause more than a minimal adverse effect on navigation. (b)Any safety lights and signals prescribed by the U.S.Coast Guard,through regulations or otherwise,must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States. (c).The permittee understands and agrees that,if future operations by the United States require the removal,relocation,or other alteration,of the structure or work herein authorized,or if,in the opinion of the Secretary of the Army or his authorized representative,said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters,the permittee will be required,upon due notice from the Corps of Engineers,to remove,relocate, or alter the structural work or obstructions caused thereby,without expense to the United States.No claim shall be made against the United States on account of any such removal or alteration. 2.Aquatic Life Movements.No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody,including those species that normally migrate through the area, ._ unless the activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 3. Spawning Areas.Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable.Activities that result in the physical destruction(e.g.,through excavation,fill,or downstream smothering by substantial turbidity)of an important spawning area are not authorized. 4.Migratory Bird Breeding Areas.Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds.No activity may occur in areas of concentrated shellfish populations,unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48. 6. Suitable Material.No activity may use unsuitable material(e.g.,trash,debris,car bodies,asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts(see Section 307 of the Clean Water Act). 7.Water Supply Intakes.No activity may occur in the proximity of a public water supply intake,except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8.Adverse Effects From Impoundments. If the activity creates an impoundment of water,adverse effects to the aquatic system due to accelerating the passage of water,and/or restricting its flow must be minimized to the maximum extent practicable. 9.Management of Water Flows. To the maximum extent practicable,the pre-construction course,condition, capacity,and location of open waters must be maintained for each activity,including stream channelization and storm water management activities,except as provided below.The activity must be constructed to withstand expected high flows.The activity must not restrict or impede the passage of normal or high flows,unless the primary purpose of the activity is to impound water or manage high flows.The activity may alter the pre- ' construction course,condition,capacity,and location of open waters if it benefits the aquatic environment(e.g., stream restoration or relocation activities). 10.Fills Within 100-Year Flooblains.The activity must comply with applicable FEMA-approved state or local floodplain management requirements. + ' 2 11.Equipment.Heavy equipment working in wetlands or mudflats must be placed on mats,or other measures must be taken to minimize soil disturbance. . 12. Soil Erosion and Sediment Controls.Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction,and all exposed soil and other fills,as well as any work below the ordinary high water mark or high tide line,must be permanently stabilized at the earliest practicable date.Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow. 13.Removal of Temporary Fills.Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations.The affected areas must be revegetated,as appropriate. 14.Proper Maintenance.Any authorized structure or fill shall be properly maintained,including maintenance to ensure public safety. 15.Wild and Scenic Rivers.No activity may occur in a component of the National Wild and Scenic River System,or in a river officially designated by Congress as a"study river"for possible inclusion in the system while the river is in an official study status,unless the appropriate Federal agency with direct management responsibility for such river,has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status.Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area(e.g.,National Park Service,U.S.Forest Service,Bureau of Land Management,U.S.Fish and Wildlife Service). 16.Tribal Rights.No activity or its operation may impair reserved tribal rights,including,but not limited to, reserved water rights and treaty fishing and hunting rights. 17.Endangered Species. (a)No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act(ESA),or which will destroy or adversely modify the critical habitat of such species.No activity is authorized under any NWP which"may affect"a listed species or critical habitat,unless Section 7 consultation addressing the effects of the proposed activity has been completed. (b)Federal agencies should follow their own procedures for complying with the requirements of the ESA.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. (c)Non-federal permittees shall notify the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized.For activities that might affect Federally-listed endangered or threatened species or designated critical habitat,the pre-construction notification must include the name(s)of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. The district engineer will determine whether the proposed activity"may affect"or will have"no effect"to listed species and designated critical.habitat and will notify the non- Federal applicant of the Corps'determination within 45 days of receipt of a complete pre-construction notification. In cases where the non-Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the project,and has so notified the Corps,the applicant shall not begin work until the Corps has provided notification the proposed activities will have"no effect"on listed species or critical habitat,or until Section 7 consultation has been completed. (d)As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species-specific regional endangered species conditions to the NWPs. (e) Authorization of an activity by a NWP does not authorize the"take"of a threatened or endangered species as defined under the ESA.In the absence of separate authorization(e.g.,an ESA Section 10 Permit,a Biological Opinion with"incidental take"provisions,etc.)from the U.S.FWS or the NMFS,both lethal and non-lethal"takes" of protected species are in violation of the ESA.Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the U.S.FWS and NMFS or their world wide Web pages at httP--htivww.Ls.goy'and respectively. 18.Historic Properties. (a)In cases where the district engineer determines that the activity may affect properties listed,or eligible for listing,in the National Register of Historic Places,the activity is not authorized,until the 3 requirements of Section 106 of the National Historic Preservation Act(NHPA)have been satisfied. (b)Federal permittees should follow their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. (c)Non-federal permittees must submit a pre-construction notification to the district engineer if the authorized activity may have the potential to cause effects to any historic properties listed,determined to be eligible for listing on,or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities,the pre-construction notification must state which historic properties may be affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties.Assistance regarding -information on the location of or potential for the presence of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer,as appropriate,and the National Register of Historic Places(see 33 CFR 330.4(g)).The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts,which may include background research,consultation,oral history interviews, sample field investigation,and field survey. Based on the information submitted and these efforts,the district engineer shall determine whether the proposed activity has the potential to cause an effect on the historic properties. ! Where the non-Federal applicant has identified historic properties which the activity may have the potential to cause effects and so notified the Corps,the non-Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects or that consultation under Section 106 of the NHPA has been completed. (d) The district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA Section 106 consultation is required. Section 106 consultation is not required when the Corps determines that the activity does not have the potential to cause effects on historic properties(see 36 CFR§800.3(a)). If NHPA section 106 consultation is required and will occur,the district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106 consultation is completed. (e) Prospective permittees should be aware that section 110k of the NHPA(16 U.S.C. 470h-2(k))prevents the Corps from granting a permit or other assistance to an applicant who,with intent to avoid the requirements of Section 106 of the NHPA,has intentionally significantly adversely affected a historic property to which the permit would relate,or having legal power to prevent it,allowed such significant adverse effect to occur,unless the Corps, after consultation with the Advisory Council on Historic Preservation(ACHP),determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance,the Corps is required to notify the ACHP and provide documentation specifying the circumstances,explaining the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant,SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 19.Designated Critical Resource Waters.Critical resource waters include,NOAA-designated marine sanctuaries,National Estuarine Research Reserves,state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the district engineer after notice and opportunity for public comment.The district engineer may also designate additional critical resource waters after notice and opportunity for comment. (a)Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17,21,29,31,35, i 39,40,42,43,44,49,and 50 for any activity within,or directly affecting,critical resource waters,including wetlands adjacent to such waters. (b)For NWPs 3,8, 10, 13'; 15, 18, 19,22,23,25,27,28,30,33,34,36, 37, and 38,notification is required in accordance with general condition 27,for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters.The district engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 20.Mitigation.The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: (a)The activity must be designed and constructed to avoid and minimize adverse effects,both temporary and permanent,to waters of the United States to the maximum extent practicable at the project site(i.e.,on site).(b)Mitigation in all its forms(avoiding,minimizing,rectifying,reducing,or compensating)will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal. (c)Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland losses that exceed 1/10 acre and require pre-construction 4 notification,unless the district engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement.For wetland losses of 1/10 acre or less that require.pre-construction notification,the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. Since the`likelihood of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the first compensatory mitigation option considered. (d)For losses of streams or other open waters that require pre-construction notification,the district engineer may require compensatory mitigation, such as stream restoration,to ensure that the activity results in minimal adverse effects on the aquatic environment. (e)Compensatory mitigation will not be used to increase the acreage losses allowed by the acreage limits of the NWPs.For example,if an NWP has an acreage limit of 1/2 acre,it cannot be used to authorize any project resulting in the loss of greater than 1/2 acre of waters of the United States,even if compensatory mitigation is provided that replaces or restores some of the lost waters.However,compensatory mitigation can and should be used, as necessary,to ensure that a project already meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. (f)Compensatory mitigation plans for projects in or near streams or other 1 open waters will normally include a requirement for the establishment,maintenance,and legal protection(e.g., conservation easements)of riparian areas next to open waters.In some cases,riparian areas may be the only compensatory mitigation required.Riparian areas should consist of native species.The width of the required riparian area will address documented water quality or aquatic habitat loss concerns.Normally,the riparian area will be 25 to 50 feet wide on each side of the stream,but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation(e.g„riparian areas and/or wetlands compensation)based on what is best for the aquatic environment on a watershed basis.In cases where riparian areas are determined to be the most appropriate form of compensatory mitigation,the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (g)Permittees may propose the use of mitigation banks,in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all _t cases,the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. (h)Where certain functions and services of waters of the United States are permanently adversely affected,such as the conversion of a forested or scrub-shrub wetland to a herbaceous wetland in a permanently maintained utility line right-of-way,mitigation may be required to reduce the adverse effects of the project to the minimal level. 21.Water Quality.Where States and authorized Tribes,or EPA where applicable,have not previously certified compliance of an NWP with CWA Section 401,individual 401 Water Quality Certification must be obtained or waived(see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 22. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence,an individual state coastal zone management consistency concurrence must be obtained,or a presumption of concurrence must occur(see 33 CFR 330.4(d)).The district engineer or a State may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 23. Regional and Case-By-Case Conditions.The activity must comply with any regional conditions that may have been added by the Division Engineer(see 33 CFR 330.4(e))and with any case specific conditions added by the Corps or by the state,Indian Tribe,or U.S.EPA in its section 401 Water Quality Certification,or by the state in its Coastal Zone Management Act consistency determination. 24.Use of Multiple Nationwide Permits.The use of more than one NWP for a single and complete project is prohibited,except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit.For example,if a road crossing over tidal waters is constructed under NWP 14,with associated bank stabilization authorized by NWP 13,the maximum acreage loss of waters of the United States for the total project cannot exceed 1/3-acre. 25.Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification,the permittee may transfer the nationwide permit verification to the new owner by submitting a 5 letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter,and the letter must contain the following statement and signature: "When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred,the terms and conditions of this nationwide permit,including any special conditions,will continue to be binding on the new owner(s)of the property.To validate the transfer of this nationwide permit and the associated liabilities.associated with compliance with its terms and conditions,have the transferee sign and date below." (Transferee) (Date) 26.Compliance Certification.Each permittee who received an NWP verification from the Corps must submit a signed certification regarding the completed work and any required mitigation.The certification form must be forwarded by the Corps with the NWP verification letter and will include:(a)A statement that the authorized work was done in accordance with the NWP authorization,including any general or specific conditions; (b)A statement that any required mitigation was completed in accordance with the permit conditions;and(c)The signature of the permittee certifying the completion of the work and mitigation. i 27.Pre-Construction Notification. (a)Tuning.Where required by the terms of the NWP,the prospective permittee must notify the district engineer by submitting a pre-construction notification(PCN)as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and,as a general rule, will request additional information necessary to make the PCN complete only once.However, if the prospective pennittee does not provide all of the requested information,then the district engineer will notify the prospective pennittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer.The prospective permittee shall not begin the activity: (1)Until notified in writing by the district engineer that the activity may proceed under the NWP with any ' special conditions imposed b the district or division engineer;or 2 If 45 calendar days have passed from the p p Y g ( ) district engineer's receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer.However,if the permittee was required to notify the Corps pursuant to general condition 17 that listed species or critical habitat might affected or in the vicinity of the project,or to notify the Corps pursuant to general condition 18 that the activity may have the potential to cause effects to historic properties, receiving written notification from the Corps that is"no effect"on listed the permittee cannot begin the activity until r g rP P species or"no potential to cause effects"on historic properties,or that any consultation required under Section 7 of the Endangered Species Act(see 33 CFR 330.4(0)and/or Section 106 of the National Historic Preservation(see 33 CFR 330.4(g))is completed.Also,work cannot begin under NWPs 21,49,or 50 until the permittee has received t written approval from the Corps. If the proposed activity requires a written waiver o exceedspecified limits of an NWP,the permittee cannot begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN,the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified,suspended,or revoked only in accordance with t the procedure set forth in 33 CFR 330.5(d)(2). (b)Contents of Pre-Construction Notification:The PCN must be in writing and include the following information: (1)Name,address and telephone numbers of the prospective permittee; (2)Location of the proposed project; (3)A description of the proposed project;the project's purpose;direct and indirect adverse environmental effects the project would cause;any other NWP(s),regional general permit(s),or individual permit(s)used or intended to be used to authorize any part of the proposed project or any related activity.The description should be sufficiently detailed to allow the district engineer to determine that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP.(Sketches usually clarify the project and when provided result in a quicker decision.);(4)The PCN must include a delineation of special aquatic sites and other waters of the.United States on the project site.Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters of the United States,but there may be a delay if the Corps does the delineation,especially if the project site is large or contains many waters of the United States.Furthermore,the 45 day period will not start until the delineation has been 6 submitted to or completed by the Corps,where appropriate;(5)If the proposed activity will result in the loss of greater than 1/10 acre of wetlands and a PCN is required,the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied.As an alternative,the prospective permittee may submit a conceptual or detailed mitigation plan.(6)If any listed species or designated critical habitat might be affected or is in the vicinity of the project,or if the project is located in designated critical habitat,for non-Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act;and(7)For an activity that may affect a historic property listed on,determined to be eligible for listing on,or potentially eligible for listing on,the . National Register of Historic Places,for non-Federal applicants the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property.Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic Preservation Act. (c)Form of Pre-Construction Notification:The standard individual permit application form(Form ENG 4345) 4 may be used,but the completed application form must clearly indicate that it is a PCN and must include all of the information required in paragraphs(b)(1)through(7)of this general condition.A letter containing the required information may also be used. (d)Agency Coordination: (1)The district engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. (2)For all NWP 48 activities requiring pre-construction notification and for other NWP activities requiring pre-construction notification to the district engineer that result in the loss of greater than 1/2-acre of waters of the United States,the district engineer will immediately provide(e.g.,via facsimile transmission,overnight mail,or other expeditious manner) a copy of the PCN to the appropriate Federal or state offices(U.S.FWS,state natural resource or water quality agency,EPA, State Historic Preservation Officer(SHPO)or Tribal Historic Preservation Office(THPO),and,if appropriate,the NMFS).With the exception of NWP 37,these agencies will then have 10 calendar days from the date the material is .transmitted to telephone or fax the district engineer notice that they intend to provide substantive,site-specific comments.If so contacted by an agency,the district engineer will wait an additional 15 calendar days before making a decision on the pre-construction notification. The district engineer will fully consider agency comments received within the specified time frame,but will provide no response to the resource agency,except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies' concerns were considered.For NWP 37,the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified,suspended,or revoked in accordance with the procedures at 33 CFR 330.5.(3)In cases of where the prospective permittee is not a Federal agency,the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations,as required by Section 305(b)(4)(B)of the Magnuson-Stevens Fishery Conservation and Management Act. (4)Applicants are encouraged to provide the Corps multiple copies of pre-construction notifications to expedite agency coordination. (5)For NWP 48 activities that require reporting,the district engineer will provide a copy of each report within 10 calendar days of receipt to the appropriate regional office of the NMFS. (e)District Engineer's Decision: In reviewing the PCN for the proposed activity,the district engineer will determine whether the activity authorized by the NWT will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If the proposed activity requires a PCN and will result in a loss of greater than 1/10 acre of wetlands,the prospective permittee should submit a mitigation proposal with the PCN.Applicants may also propose compensatory mitigation for projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal.The compensatory mitigation proposal may be either conceptual or detailed.If the district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal,after considering mitigation,the district engineer will notify the permittee and include any conditions the district engineer deems necessary.The district engineer must approve any compensatory mitigation proposal before the permittee commences work.If the prospective permittee elects to submit a compensatory mitigation plan with the PCN,the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects 7 on the aquatic environment.If the net adverse effects of the project on the aquatic environment(after consideration of the compensatory mitigation proposal)are determined by the district engineer to be minimal,the district engineer will provide a timely written response to the applicant.The response will state that the project can proceed under the terms and conditions of the NWP. If the district engineer determines that the adverse effects of the proposed work are more than minimal,then the district engineer will notify the applicant either:(1)That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit;(2)that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level;or(3)that the project is authorized under the NWP with specific modifications or conditions.Where the district engineer determines that mitigation is required to to the aquatic environment the activity will be authorized within ensure no more than minimal adverse effects occur Y q authorization will include the necessary conceptual or specific mitigation or a the 45-day PCN period.The authors ary P p Y P requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic environment to the minimal level.When mitigation is required,no work in waters of the United States may occur. 1 until the district engineer has approved a specific mitigation plan. 28. Single and Complete Proiect.The activity must be a single and complete project.The same NWP cannot be used more than once for the same single and complete project. C. Corps Seattle District Regional General Conditions 1. Aquatic Resources Requiring Special Protection. The following restrictions apply to activities in Washington State requiring Department of the Army authorization: (a) Activities resulting in a loss of waters of the United States in a mature forested wetland,bog,bog-like wetland,aspen-dominated wetland, or alkali wetland are not authorized by NWP,except the following NWPs: NWP 3 — Maintenance NWP 20 — Oil Spill Cleanup NWP 32 — Completed Enforcement Actions + NWP 38 — Cleanup of Hazardous and Toxic Waste NWP 47 — Pipeline Safety Program Designated Time Sensitive Inspections and Repairs (b) For activities in or affecting a mature forested wetland,bog,bog-like wetland,wetland in a dunal system along the Washington coast,vernal pool,aspen-dominated wetland,alkali wetland camas prairie wetland, or marine water with eelgrass beds(except for NWP 48)and not prohibited by t he recedin g g eneral re g ional condition La., the permittee must submit a pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 27(Pre-Construction Notification). 2. Access.You must allow representatives of this office to inspect the authorized activity at any time deemed necessary to ensure that the work is being,or has been,accomplished in accordance with the terms and conditions of your permit. , 1 i 3. Commencement Bay. Activities requiring Department of the Army authorization and located in the Commencement Bay Study Area are not authorized by the following NWPs: NWP 12 — Utility Line Activities(substations) NWP 13 — Bank Stabilization NWP 14 — Linear Transportation Projects NWP 23 — Approved Categorical Exclusions NWP 29 — Residential Developments NWP 39 — Commercial and Institutional Developments NWP 40 — Agricultural Activities NWP 41 — Reshaping Existing Drainage Ditches NWP 42 — Recreational Facilities NWP 43 — Stormwater Management Facilities + f 8 4. Bank Stabilization. All bank stabilization projects require pre-construction notification to the District Engineer in accordance with Nationwide Permit General Condition 27(Pre-Construction Notification). Each notification must include a planting plan using native riparian plant species unless the applicant demonstrates that a planting plan is not appropriate or not practicable.Each notification must also include the following information,except as waived by the District Engineer: (a) Need for the work,including the cause of the erosion and the threat posed to structures,infrastructure, and/or public safety. (b) Current and expected post-project sediment movement and deposition patterns in and near the project area. (c) Current and expected post-project habitat conditions,including the presence of fish,wildlife and plant species in the project area. (d) Demonstration that the proposed project incorporates the least environmentally damaging practicable bank protection methods.These methods include,but are not limited to,the use of bioengineering,biotechnical design, root wads,large woody debris,native plantings,and beach nourishment in certain circumstances. If rock must be used due to site erosion conditions,explain how the bank stabilization structure incorporates elements beneficial to fish. (e) Assessment of the likely impact of the proposed work on upstream,downstream and cross-stream 1V properties (at a minimum the area assessed should extend from the nearest upstream bend to the nearest downstream bend of the watercourse). Discuss the methodology used for determining effects. NOTE: Information on designing bank stabilization projects can be found in the Washington Department of Fish and Wildlife's Integrated Streambank Protection Guidelines(http /fiinviv.wdfiv.iva.zov/hab/ah AFI)jzdoc.htm);King County's Reconnaissance Assessment of the State of the Nearshore Ecosystem (htti)//dnr inetb•okc aov/wl7/watersheds/puQet/nearghore/sonr.htm);and three technical(white)papers—Marine and Estuarine Shoreline Modification Issues,Ecological issues in Floodplains and Riparian Corridors,and Over-Water Structures:Marine,Freshwater, and Treated Wood Issues(http•//lvdfiv.wa.gov/hab/ahz/ahzi,hite.him). �1 5. Cultural Resources and Human Burials. Permittees must immediately stop work and notify the District Engineer lj within 24 hours if,during the course of conducting authorized work,human burials,cultural resources,or historic properties,as identified by the National Historic Preservation Act,are discovered and may be affected by the work. Failure to stop work in the area of discovery until the Corps can comply with the provisions of 33 CFR 325 Appendix C,the National Historic Preservation Act,and other pertinent laws and regulations could result in a violation of state and federal laws.Violators are subject to civil and criminal penalties. j) 6. Essential Fish Habitat. An activity which may adversely affect essential fish habitat,as identified under the Magnuson-Stevens Fishery Conservation and Management Act(MSA),may not be authorized by NWP until essential fish habitat requirements have been met by the applicant and the Corps. Non-federal permittees shall notify the District Engineer if essential fish habitat may be affected by,or is in the vicinity of,a proposed activity and shall not begin work until notified by the District Engineer that the requirements of the essential fish habitat provisions of the MSA have been satisfied and the activity is authorized. The notification must identify the type(s) of essential fish habitat(i.e.,Pacific salmon,groundfish,and/or coastal-pelagic species)managed by a Fishery Management Plan that may be affected. Information about essential fish habitat is available at http://ivwtiv.ntivr.noaa.�ovl 7. Vegetation Protection and Restoration. Permittees must clearly mark all construction area boundaries before beginning work and minimize the removal of native vegetation in riparian areas and wetlands to the maximum extent practicable. Areas subject to temporary vegetation removal in wetlands or riparian areas during construction shall be replanted with appropriate native species by the end of the first planting season following the disturbance except as waived by the District Engineer. D. Corps Regional Specific Conditions for this NWP: 1. Temporary fills may be left in place no longer than six months unless the permitee requests and receives an extension from the District Engineer. 9 01 lb).Note:You can download the SAMP and Aquatic Resources Restoration Plan at http•//wwtiv nws usace arniy niillPublicMenulMeizu cfn??sitename=REG&pazenaine=Mill Creek S"P. 8. State Certification for PCNs not receiving 45-day response. In the event the U.S.Army Corps of Engineers does not respond to a complete pre-construction notification within 45 days,the applicant must contact Ecology for Individual 401 review. ' �F. _State 401'Certification Specific Conditions for this NWP Certified,subject to conditions. Individual 401 review is required for projects or activities authorized under this 1 NWP if: 1. The project or activity has temporary fills left in place for more than 90 days. The 90 day period begins when fill is initially placed in wetlands or other waters of the state. G. EPA 401 Certification General Conditions 1 In order for any NWP authorization to be valid in Washington State,permittees must comply with all applicable 401 A 401 Certification general conditions apply to all NWP authorizations involving Certification general conditions. EP g PP Y Section 404 activities on Native American Indian Tribal lands(excluding the tribal lands of the Chehalis Tribes,Port Gamble S'Klallum Tribe,Kalispel Tribe,Makah Indian Tribe,Puyallup Tribe, Spokane Tribe,and Tulalip Tribe)and Federal land with exclusive jurisdiction within Washington State. A. Special Aquatic Sites. Any activities in the following types of wetlands and waters of the U.S.will need to apply for an individual 401 certification: Mature forested wetlands;bogs;bog-like wetlands;wetlands in dunal systems along the Washington coast;vernal pools; aspen-dominated wetlands;alkali wetlands; camas prairie wetlands;salt - marshes; or marine water with eelgrass beds. B. Soil Erosion and Sediment Controls. An individual 401 certification is based on the project or activity meeting established turbidity levels. EPA will be using as guidance the state of Washington's water quality standards [WAC 173-201 a] and sediment quality standards [WAC 173=204]. Projects or activities that are expected to exceed these levels or that do exceed these levels will require an individual 401 certification. C: Compliance with Stormwater Provisions. Individual 401 certification is required for projects or activities not designed in accordance with Ecology's most recent stormwater manual or Ecology approved equivalent manual. D. Compliance with requirements of the National Pollutant Discharge Elimination System. For projects and activities requiring coverage under an NPDES permit,certification is based on compliance with the requirements of that permit. Projects and activities not in compliance with NPDES requirements will require individual 401 certification. E. Proiects or Activities Discharging to o Impaired Waters. Individual 401 certification is required for projects or activities authorized under NWPs if the project will discharge to a waterbody on the list of impaired waterbodies � . the 303 d List and the discharge may result in further exceedence of a specific parameter the waterbody is listed ( ( ) ) g Y p for. EPA may issue 401 certification for projects or activities that would result in further exceedence or impairment if Y p mitigation is provided that would result in a net decrease in listed contaminants or less impairment in the waterbody. This determination would be made during individual 401 certification review. J F. Notification. For projects requiring individual 401 certification,applicants must provide EPA with the same documentation provided to the.Corps(as described in Corps National General Condition 27,Pre-Construction Notification),including,when applicable: 12 (a) A description of the project,including site plans,project purpose,direct and indirect adverse environmental effects the project would cause,any other U.S.Department of the Army permits used or intended to be used to authorize any part of the proposed project or any related activity. (b) Delineation of special aquatic sites and other waters of the United States.Wetland delineations must be prepared in accordance with the current method required by the Corps. (c) A statement describing how the mitigation requirement will be satisfied. A conceptual or detailed mitigation or restoration plan may be submitted. (d)Other applicable requirements of Corps National General Condition 27,Corps Regional Conditions,or notification conditions of the applicable NWP. A request for individua1401 review is not complete until EPA receives the applicable documents noted above and EPA has received a copy of the final authorization letter from the Corps providing coverage for a proposed project or activity under the NWP Program. G. Miti ag tion. An individual 401 certification is based on adequate compensatory mitigation being provided for wetland and other water quality-related impacts of projects or activities authorized under the NWP Program. I Mitigation plans submitted shall be based on the Joint Agency guidance provided in Wetland Mitigation in Washington State,Parts 1 and 2(Ecology Publication#06-06-01 la and#06-06-01 lb)and shall,at a minimum, include the following: 1. A description of the measures taken to avoid and minimize impacts to wetlands and other waters of the U.S. 2. The nature of the proposed impacts(i.e.,acreage of wetlands and functions lost or degraded). 3. The rationale for the mitigation site that was selected. 4. The goals and objectives of the compensatory mitigation project. 5. How the mitigation project will be accomplished,including proposed performance standards for measuring success and the proposed buffer widths. 6. How it will be maintained and monitored to assess progress towards goals and objectives. Monitoring will generally be required for a minimum of five years. For forested and scrub-shrub wetlands, 10 years of monitoring will often be necessary. 7. How the compensatory mitigation site will be legally protected for the long-term. H. Temporary Fills. An individual 401 certification is required for any activity where temporary fill will remain in wetlands or other waterbodies for more than 90 days. The 90 day period begins when filling activity starts in the wetland or other waterbody. H. EPA 401 Certification Specific Conditions for this NWP Denied without prejudice. Individual 401 certification required. I. Spokane Tribe of Indians 401 Certification General Conditions Specific to the Reservation and the Tribal Water Quality Standards,the applicant must comply with the following when there could be a discharge to waters of the Spokane Indian Reservation: 1. The applicant shall be responsible for achieving compliance with the Spokane Tribal Water Quality Standards. 2.The applicant shall submit copies of applications materials to the Spokane Tribal Water Control Board for review and approval at the same time they are submitted to Army Corps of Engineers and prior to any disturbance activities. 13 3. The applicant shall comply with all Spokane Tribal Integrated Resource Management Plan(IRMP) guidelines for land use activities and disturbances. 4. The applicant shall allow the Tribal Water Control board and Interdisciplinary Team to inspect the area in question and adopt recommendations made throughout its operation. 5. Monitoring of the discharge shall occur at a level indicated by EPA and the Tribe,are subject to change,and shall be submitted to both entities. I J. Tribal 401 Certification Specific Conditions for this NWP Denied without prejudice by the Chehalis,.Kalispel,Makah,Port Gamble S'Klallum,Puyallup,and Tulalip tribes. Certified subject to general conditions by the Spokane Tribe. 1 � K. CZM Consistency Response Specific,Conditions for this NWP Concur,subject to the following condition: ! 1. Where individual 401 review is triggered,an individual CZM Consistency Response must be obtained for projects located within the 15 coastal counties. A"Certification of Consistency"form must be submitted in accordance with State General Condition 3 (Notification). L. ADDITIONAL LIMITATIONS ON THE USE OF NWPs 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other Federal,state,or local permits,approvals,or authorizations required by law. 1 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project. i r 14 PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION(JD): 813012011 B. NAME AND ADDRESS OF-PERSON REQUESTING PRELIMINARY JD: Renton,City of C. DISTRICT OFFICE,FILE NAME,AND NUMBER:Seattle District,NWS-2011-506 D. PROJECT LOCATION(S)AND BACKGROUND INFORMATION: State: WA County: KKK City: Renton I Center coordinates of site(lat/long in degree decimal format): Lat. 47.4691°N,Long. -122.1504°W 1 Name of nearest waterbody: Cedar River Name of any water bodies on the site,in the review area,that have been identified as Section 10 waters: Tidal: t Non-Tidal: Identify(estimate)amount of waters in the review area(if there are multiple sites,use the table instead): Non-wetland waters(total for site): linear feet 1_,950 and width(ft)57 or acres. Stream Flow: RPW Flow path:Flows north direcity into Lake Washington navigable waters of the U.S, Wetlands:0.03 acres(total for site). Cowardin Class(es): Riparian Wetlands Site Latitude Longitude Cowardin Estimated amount of aquatic number g Class resource in review area Class of aquatic resource 1 47.46933 -122.15037 Riverine 1,100 feet 1 2 47.46895 -122.15208 Riverine 850 feet 3 47.4696 -122.15262 Riparian 0.03 acres Wetlands E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY): f ® Office(Desk)Determination, Date:8/3012011 ❑ Field Determination, Date(s): SUPPORTING DATA, Data reviewed for preliminary JD(check all that apply-checked items should be included in case file and,where checked and requested,appropriately reference sources below): ® Maps,plans,plots or plat submitted by or on behalf of the applicanuconsultant:Sheet 1-10. ® Data sheets prepared/submitted by or on behalf of the applicant/consultant. ®Office concurs with data sheets/delineation report, ❑Office does not concur with data sheets/delineation report. Explain: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters'study: ❑ U.S.Geological Survey Hydrologic Atlas: ❑USGS NHD data. ❑USGS 8 and 12 digit HUC maps: ❑ U.S.Geological Survey map(s),Cite scale&quad name: ❑ USDA Natural Resources Conservation Service Soil Survey.Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ❑ Photographs:❑Aerial(Name&Date): ❑ Photographs:❑Other(Name&Date): ❑ Previous determination(s). File no,,date(and findings)of response letter(determination and coordination): ❑ Other information(please specify): 1 1, The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site,and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination(JD)for that site. Nevertheless,the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit,or a Nationwide General Permit(NWP)or other general permit verification requiring"pre-construction notification"(PCN),or requests verification for a non-reporting NWP or other general permit,and the permit applicant has not requested an approved JD for the activity,the permit applicant is hereby made aware of the following:(1)the permit applicant has elected to seek a permit authorization based on a preliminay JD,which does not make an official determination of jurisdictional waters;(2)that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization,and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions;(3)that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization;(4)that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit,including whatever mitigation requirements the Corps has determined to be necessary;(5)that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD,but that either form of JD will be processed as soon as is practicable;(6)accepting a permit authorization(e.g:,signing a proffered individual permit)or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States,and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action,or in any administrative appeal or in any Federal court;and(7)whether the applicant elects to use either an approved JD or a preliminary JD,that JD will be processed as soon as is practicable. Further,an approved JD,a proffered individual permit(and all terms and conditions contained therein),or individual permit denial can be administratively appealed pursuant to 33 C.F.R.Part 331,and that in any administrative appeal,jurisdictional issues can be raised(see 33 C.F.R. 331,5(a)(2)). If,during that administrative appeal,it becomes necessary to make an official determination whether CWA jurisdiction exists over a site,or to provide an official delineation of jurisdictional waters on the site,the Corps will provide an approved JD to accomplish that result,as soon as is practicable. This preliminary JD finds that there"may be"waters of the United States on the subject project site,and identifies all aquatic features on the site that could be affected by the proposed activity,based on the information in this document. ' IMPORTANT NOTE:The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature; Regulatory Project Manager Date t Person'Requesting Preliminary JD Date l , i 5 Permit applicant,landowner,a lease,easement or option holder,or individual with identifiable and substantial legal interest in the property;this signature is not required for preliminary JDs associated with enforcement actions. 2 y�pPP6 OF�O CERTIFICATE OF COMPLIANCE US Army corps WITH DEPARTMENT OF THE ARMY PERMIT of Engineers @ i Seattle District7pjry� Permit Number: NWS-2011-506 Name of Permittee: City of Renton Date of Issuance: OCT — 7 2011 Upon completion of the activity authorized by this permit,please check the applicable boxes below, date and sign this certification, and return it to the following address: i Department of the Army U.S. Army Corps of Engineers Seattle District, Regulatory Branch Post Office Box 3755 Seattle, Washington 98124-3755 Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with the terms and conditions of your authorization, your project is subject to suspension, modification, or revocation. The work authorized by the above-referenced permit has been completed in accordance with the ❑ terns and conditions of this permit. Date work complete: ❑ Photographs and as-built drawings of the authorized work are attached. If applicable, the mitigation required(not including monitoring(e.g., construction and plantings) ❑ in the above-referenced permit has been completed in accordance with the terms and conditions of this permit. Date work complete: �. ❑ Photographs and as-built drawings of the mitigation are attached. Printed Name: Signature: Date: ' I oQ UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration *--L, NATIONAL MARINE FISHERIES SERVICE Northwest Region rizftso o 7600 Sand Point Way N.E., Bldg. 1 Seattle, Washington 98115 NM FS Trackin,No.: January 26, 2010 2010/0008.1 r Mr.Mark Eberlein Regional Environmental Officer U.S. Department of Homeland Security Region X 130 228`h Street S.W. Bothell, WA 98021-9796 RE: Endangered Species Act Section 7 Informal Consultation and Magnuson-Stevens Fishery Conservation and Management Act Essential Fish Habitat Consultation for the Cedar River Elliot SpaAming Channel Repair, King County, Washington HUC 1711001201 (Cedar River). Dear Mr.Eberlein: This letter is in response to your request for Section 7 informal consultation under the Endangered Species Act(ESA) on Puget Sound Chinook salmon (Oncorltynchus rshaitiytscha) and Puget Sound steelhead (O. m}kiss), ESA threatened. Additionally,this letter serves to meet the requirements for consultation under the Magnuson-Stevens Fishery Consen ation and Management Act(MSA). Endangered Species Act The National Marine Fisheries Service (N"N4FS)has reviewed the January S. 2010 Individual and Specific Project Information.Form(SPIF)Programmatic Biological Assessment (PB.A) for Washington State for the WPKD035 Repair.Cedar River Elliot Spawning Channel Project, FENIA Disaster Number FEMA-1 817-DR-WA. This consultation is conducted under section 7(a)(2) of the ESA, and its irimplementing regulations, 50 CFR Part 402: i January 2009 flooding in the Cedar River, declared a Federal disaster, damaged the E11iot sockeye salmon spa«ming channel. The Federal Emergency Management Agency(FEMA) proposes to fund the City of Renton to reconstruct the spawning channel to pre-flood conditions by: (l)repairing a 95' by 25' berm; (2)removing silt; (3)restoring side-slopes;and, ( )replacing spawning gravel. `woody debris and vegetation lost in the flood event. R'v� Mi e 4.5 in a suburban area east of the The project area is ad'acent to the Cedar River at t �r 1 P J J , City of Renton in King County, Township:23N, Range 5E, Section 22. The action area is i approximately 1600' of off-channel spawning and rearing habitat in the fl o, &e Cedar River within a 0..5 mile radius of the project location. R � JAN 28 2010 jwd FEMA REGION The project area will be isolated with approximately 100' of sheet pile, driven in with a boom crane operated from the existing maintenance road. As the work site is isolated from river flovys, any stranded fish will be carefully removed with dip nets under the supervision of a qualified 1 biologist, and placed into the river. Additional project detail can be found in the SPIT. To minimize potential adverse effects on Chinook salmon and stcelhead trout, all appropriate BMPs shall be followed; including: 1) Limit in-«.-ate.r work to August 1 —August 31 when aquatic species are at least.risk: 2) New riparian plantings will be monitored, and replanted as necessary, for a minimum of 3 years following project completion. 3) Follow a 1 relevant technical guidance from Washington Dept. of Fish and Wildlife. 4) Proper intake screens shall be used on pumps used to draw down water in the channel. 5) Fish exclusion and removal will be conducted as described in the SPIP and in accordance NNfith NMFS guidelines(NI.4FS 2000). Species Determination Puget Sound Chinook salmon Puget et Sound steelhead. The Cedar River provides seasonal habitat for Chinook salmon and the action area is used for all life history stages. While the spawning channel was constructed for sockeye salmon,it is also �� o R tiOust 'uvenile o urin_A � used by a Eery Chinook salmon for autumn spawiun�v�d springy rearin`. D � � � are not likel y y to be in the action area because they emigrate before summer. Adults Chinook .enter the river to spawn statin�o about n d to late September. Sediment disturbance an d turbidi ry are expected to be minimal and temporary. Because potential effects to this species are discountable,NMFS concurs that the project"may affect,but is not likely to adversely affect" Puget.Sound Chinook salmon. i LoAv numbers of Puget Sound steelhead may be present year-round in the action area in various life-stages. Juvenile steelhead will likely be in faster water of the main channel rather than the sloxver water of the spawning channel during the constriction window. Appropriate use of BMPs as listed above, and use of proper exclusion and removal methods, will ensure that project effects are insignificant for this species. NMFS concurs that the proposed action may affect, but is not likely to adversely affect" Puget Sound steelhead. ti r i i I 3 Critical Habitat Determination Puget Sound Chinook salmon s The final rule designating critical habitat for Puget Sound Chinook salmon was published on September 2,2005 (70 FR 52630)and became effective on January 2,2006. In the action area + t are three Primary Constituent Elements(PCEs): I) Freshwater spawning sites with water quantity and quality conditions and substrate supporting spawning,incubation and larval development; 2) Freshwater rearing sites with: (i)Water quantity and floodplain connectivity to form and maintain physical habitat conditions and support juvenile growth and mobility;(ii)Water quality and forage supporting juvenile development;.and (iii)Natural cover such as shade,submerged and overhanging large wood, logjams and beaver dams,aquatic vegetation,Iarge rocks and boulders,side channels,and undercut banks. 3) Freshwater migration corridors free of obstruction and excessive predation with water quantity and quality conditions and natural cover such as submerged and overhanging large wood, aquatic vegetation,large rocks and boulders, side channels,and undercut banks supporting juvenile and adult mobility and survival. The NMFS has analyzed the potential effects of the proposed action on the three PCEs and concurs effects will be insignificant. As noted in the previous section, following standard BMPs t will minimize water quality changes in the action area. Project activities will not affect the suitability of the area as a migration corridor and spawning habitat,and will likely enhance the area's suitability for rearing. Because the conservation value of PCEs in the action area will be maintained or improved, the NMFS concurs the proposed action"may affect, but is not likely to adversely affect" Puget Sound Chinook salmon critical habitat. i Overall, this sockeye salmon spawning channel has provided additional habitat for various life history stages of several species of salmonids in the Cedar River and repairing it will likely provide continued benefits to all species. This is the second reconstruction of the site after ' storms or floods,and NMFS encourages FEMA and the City of Renton to consider re- engineering this spawning channel to eliminate the need for regular repairs after flood events, which cause unnecessary impacts to riparian, instream and off-channel habitats and aquatic species in the area. This concludes informal consultation on this proposed action in accordance with 50 CFR 402.14(b)(1). FEMA must reinitiate this ESA consultation if: (1)new information reveals effects of the action that may affect listed species in a way not previously considered; (2) new information reveals the action causes an effect to listed species that was not previously ' considered; or(3)a new species is listed or critical habitat designated that may be affected by the identified actions. 4 Magnuson-Stevens Fishery Conservation and Management Act required, under section 305 b 2 of the MSA and its implementing Federal agencies are re P Fede O( ) g q regulations(50 CFR 600 Subpart K),to consult with NMFS regarding actions that are ' authorized,funded,or undertaken by that agency that may adversely affect Essential Fish Habitat (EFH). The MSA section 3 defines EFH as"those waters and substrate necessary to fish for spawning, breeding, feeding,or growth to maturity". If an action would adversely affect EFH, FEMA is required to provide the Federal action agency with EFH conservation recommendations (MSA section 305(b)(4)(A)). This consultation is based, in part, on information provided by the . 4 Federal action agency and descriptions of EFH for Pacific salmon contained in Appendix A to 1 Amendment 14 to the Pacific Coast Salmon Plan(August 1999)developed by the Pacific Fishery Management Council and approved by the Secretary of Commerce(September 27,2000). The proposed action and action area are described in this letter and in the SPIF. The action area includes habitat which has been designated as EFH for various life stages of Chinook salmon and coho salmon(O. kisutch). EFH Conservation Recommendations: Because the habitat requirements(i.e., EFH) for the MSA-managed species in the action area are similar to that of the ESA-listed species,and because the conservation measures that NMFS has analyzed as part of the proposed action to address ESA concerns are also adequate to avoid,minimize,or otherwise offset potential adverse effects to designated EFH, conservation recommendations pursuant to (MSA section I� 305(b)(4)(A))are not necessary. Since NMFS is not providing conservation recommendations at this time, no 30-day response from FEMA is required (MSA section 305(b)(4)(B)). This concludes consultation under the MSA. If the proposed action is modified in a manner that may adversely affect EFH, or if new information becomes available that affects the basis for NMFS' EFH analysis, FEMA will need to reinitiate EFH consultation with NMFS in accordance t with implementing regulations for EFH at 50 CFR 600.920(k). The efforts of FEMA and the City of Renton to design this project to minimize environmental impacts are appreciated. If you have any questions,please contact Randy McIntosh at 360-534- 9309 or randy.mcintosh@noaa.gov. j Sincer y, Barry A. YZI Acting RAdministrator I cc: Bert Bowen, FEMA Karen Walter, Muckleshoot Indian Tribe Larry Fisher, WDFW Deborah Needham, City of Renton ENT OF us United States Department of the Interior FISH AND WILDLIFE SERVICE gRCH s Washington Fish and Wildlife Office 510 Desmond Dr. SE,Suite 102 Lacey,.Washington 98503 MAR 18 2010 In Reply Refer To: 13410-2010-I-0158 x-ref: 13410-2007-I-0401 l Mark Eberlein,Regional Environmental Officer U.S. Department of Homeland Security Federal Emergency Management Agency(FEMA) DR-1671-WA 130 228th Street SW Bothell, Washington 98021-9796 Dear Mr.Eberlein: Subject: FEMA DR-1817-WA: PW-1900; City of Renton, Cedar River Elliott Spawning Channel This correspondence is in response to your letter dated January 8, 2010,and Specific Project i Information File for rehabilitation of the CedarRiver Elliott spawning channel located in the City of Renton,King County, Washington(T23N,R05E, Sec 23). The original construction of the Elliott spawning channel occurred in 2001. The spawning channel was reconstructed in 2007 after flood waters in November 2006 caused severe erosion of the channel. In January 2009, storm and flood waters again caused erosion of the channel and scoured away wood debris, erosion control measures, and habitat plantings. The proposed project includes building temporary coffer dams on the upstream and downstream ends of the channel. An impact driver mounted on a boom crane will be used to install approximately 100 ft of metal sheet piling to prevent water from infiltrating the permeable berm during construction. i All dewatering and fish handling will follow the Dewatering and Fish Capture Protocol found in Appendix A of the Washington State Fish Passage and Habitat Enhancement Restoration Programmatic Consultation by the National Marine Fisheries Service and the U.S. Fish and . I a , TAKE P R I � _ -t F NAM I - " i Mark EberIein 2 Wildlife Service (2008). Rehabilitation of the stream channel consists of repairing the 1,600-ft channel, removing silt,replacing the spawning gravel,placing large woody debris in the stream channel, and planting the riparian habitat with native vegetation. The boom crane will operate A from the existing maintenance road, and.Best Management Practices for erosion control and spill prevention will be followed. Your letter and Specific Project Information File were received in our office on January 12, 2010. Additional information was requested on February 4,2010,and received'on March 11, 2010. Your letter requests our concurrence with your finding that the proposed project"may affect,but is not likely to adversely affect"the bull trout(Salvelinus confluentus). This request ` was submitted in accordance with section 7(a)(2) of the Endangered Species Act of 1973, as amended(16 U.S.C. 1531 et seq.) (Act). Based on the information provided,we have concluded that effects to the federally listed bull trout associated with the proposed project would be insignificant or discountable. Therefore,we concur with your"may affect,'not likely to adversely affect"determination for bull trout. Specifically, our concurrence is based on the following rationale. Bull Trout The proposed project will occur along the Cedar River. Adult and subadult bull trout have been observed infrequently in the lower Cedar River and Lake Washington. No spawning or juvenile rearing areas have been documented in the lower Cedar River(USFWS 2004,p. 129), and area is unlikely to be used b bull trout. The proposed project will occur habitat in the action y y p p P J the in-water work window(August 1 to August 31 when there is a low likelihood of bull during ( gu � ) R trout being present in the action area or exposed to potential impacts from project construction. Based on long-term water quality monitoring conducted by the Washington State Department of Ecology, 7-day average maximum water temperatures in the Cedar River near Renton(station 08C070)are,near or exceed 20'C during the summer(July and August). Based on the location and conditions of the channel,bull trout presence in the action area is highly unlikely at the time the construction activities will occur. Therefore, direct effects of the proposed project to bull trout are considered discountable. i Prey species for bull trout are likely to be in the action area during construction activities and exposed to potential construction-related turbidity and to dewatering of the channel. Potential j impacts to prey species from turbidity are not expected to result.in measurable effects. Turbidity from construction activities will be short-term and minimal. All dewatering and fish handling activities will follow the Dewatering and Fish Capture Protocol. Construction activities are not expected to result in measurable effects to riparian areas, aquatic macro-invertebrates, or forage fish in the action area. Restoration of the stream channel will provide spawning gravel, large woody debris, and riparian habitat that are beneficial to forage fish and aquatic macro- invertebrates. Effects to prey species from:construction-related activities are not likely to result in measurable effects to bull trout. Therefore, indirect effects to bull trout via their prey resources are considered insignificant. I. I Mark Eberlein 3 This concludes informal consultation pursuant to the regulations implementing the Act, 50 CFR 402.13. This project should be reanalyzed if new information reveals effects of the action that may affect listed species or critical habitat in a manner,or to an extent,not considered in this consultation. The project should also be reanalyzed if the action is subsequently modified in a manner that causes an effect to a listed species or critical habitat that was not considered in this consultation, and/or a new species or critical habitat is listed that may be affected by this project that was not previously considered.' If you have any questions about this letter or our joint responsibilities under the Act,please j contact Shirley Burgdorf at(3.60) 534-9340 or Martha Jensen at(360)753-9000. Sincerely, } f Ken S.Berg,Manager Washington Fish and Wildlife Office cc: WDFW,Region 4,Mill Creek,WA WDOE,Bellevue, WA(R. Padgett) LITERATURE CITED National Marine Fisheries Serviee and U.S. Fish and Wildlife Service. 2008. Appendix A: j Dewatering and Fish Capture Protocol. Pages 121-129 in Washington State Fish Passage and Habitat Enhancement Restoration Programmatic Consultation(NMFS Reference# 2008/03598, FWS Reference# 13410-2008-F-0209). Washington Fish and Wildlife Office,Lacey, Washington. (July 8,2008). 166 pp. USFWS (U. S. Fish and Wildlife Service). 2004. Draft Recovery Plan for the Coastal-Puget Sound Distinct Population Segment of Bull Trout(Salvelinus confluentus)Volume I(of II): Puget Sound Management Unit. Portland,Oregon. 389 pp. TQT OF QQ`� y+ UNITED STATES DEPARTMENT OF COMMERCE National oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE Northwest Region st,,ygoTp'' 7600 Sand Point Way N.E., Bldg. 1 Seattle; Washington 98115 NNI S Tracking No.: January 26; 2010 2010/00051 Mr.Mark Eberlein Regional Environmental Officer U.S.Department of Homeland Security Region X 130 228°h Street S.W. Bothell, WA 98021-9796 RE: Endangered Species Act Section 7 Informal Consultation and Magnuson-Stevens Fishery Conservation and Management Act Essential Fish Habitat Consultation for the Cedar River.Elliot Spawning Channel Repair, Ding County, Washington HUC 1711001201 (Cedar River). Dear Mr. Ebcrlein: This letter is in response to your request for Section 7 informal consultation under the Endangered Species Act(ESA) on Puget Sound Chinook salmon(Oncorhylwhus rshaiuyrscha) and Puget Sound steelhead (U. m}kiss), ESA threatened. Additionally, this letter serves to meet the requirements for consultation under the Magnuson-Stevens f=ishery Conservation and .Management Act (MSA). Endangered Species Act The National Marine Fisheries Service (NMFS)has reviewed the January 8, 2010 Individual and Specific Project Information Form►(SPIF)Programmatic Biological Assessment (PBA) for Washington State for the WPKDO;S Repair Cedar River Elliot.Spawning Channel Project, FEMA Disaster Number FEMA-1817-DR-WA. This consultation is conducted under section 7(a)(2) of the ESA, and its implementing regulations,50 CFR Part 402. January 2009 flooding in the Cedar River, declared a Federal disaster, damaged the Elliot sockeye salmon spawning channel. The Federal Emergency Aanagement A;ency(FEMA) proposes to fund the City of Renton to reconstruct the spawning channel to pre-flood conditions by: (l)repairing a 95' by 25' hewn; (2):removing silt; (3)restoring side-slopes;and,(4) replacing spawning gravel; Woody debris:and vegetation.lost in the flood event. The project area is adjacent to the Cedar River at.River Mile 4.5 in a suburban area east of the City of Renton in King County, To-wriship 23N,Range 5E, Section 22. The action area is approximately 1600' of off-channel spawning and rearing habitat in the flc�� a Cedar River within a 0.5 mile radius of the project location. .:iA'N. 2 8 810 r i Pr FEMA REGION X4,,,TM,�' i The project area will be isolated Frith approximately 1'00' of sheet pile, driven in with a boom crane operated from the existing maintenance road. As the work site is isolated from river flows, any stranded fish will be carefully removed with dip nets under the supervision of a qualified biologist, and placed'into the river. Additional project detail can be found in the.SPIF. To minimize potential.adverse effects on Chinook salmon and steelhead trout, all appropriate BMPs shall be followed, including: 1) Limit in-water work to August 1 --August 31 when aquatic species are at.least ri lA% 2) New riparian plantings will be monitored, and replanted as necessary, for a minimum of 3 years following project completion. ;) Follow all relevant technical.guidance from Washington Dept. of Fish and Wildlife. 4) Proper intake screens shall be used on pumps used to draw dovoi water in the channel. 5) Fish exclusion and removal will be conducted as described in the SPIF and in accordance Nvith 7NT1N4FS guidelines(NINES 2000). Species Determination Puget Sound Chinook salmon Puget Sound steelhead. The Cedar River provides seasonal habitat for Chinook salmon and the action area is used for all life history stages.. While the spawning charmel was constructed for sockeye salmon,it is also used by a fear Chinook salmon for autumn spaxa-ning and spring rearing. During August juvenile Chinook are not likely to be in the action area because they emigrate before summer. Adults enter the river to spavt stating about mid to late September. Sediment disturbance and turbidity are expected to be minimal and temporary. Because potential effects to this species are discountable,NMFS concurs that the project "may affect,but is not likely to adversely affect' Puget.Sound Chinook salmon. Low numbers of Puget Sound steelhead may be present year-round in the action area in various life-stages. Juvenile steelhead will likely be in faster water of the main channel rather than the slo-wer water of the spa«aung channel during the construction window. Appropriate use of BMPs as listed above, and use of proper exclusion and removal methods, %will ensure that project effects are insignificant for this species. NMFS concurs that the proposed action "may affect. but is.not likely to adversely affect"Puget Sound steelhead. 3 Critical Habitat Determination Puget Sound Chinook salmon The final rule designating critical habitat for Puget Sound Chinook salmon was published on September 2,2005 (70 FR 52630)and became effective on January 2, 2006. In the action area are three Primary Constituent Elements(PCEs): 1) Freshwater spawning sites with water quantity and quality conditions and substrate supporting spawning, incubation and larval development; 2) Freshwater rearing sites with: (i)Water quantity and floodplain connectivity to form and maintain P h Y sical habitat conditions and support juvenile growth and mobility;(ii)Water quality and forage supporting juvenile development; and (iii)Natural cover such as shade,submerged and overhanging large wood, log jams and beaver dams,aquatic vegetation,large rocks and boulders,side channels,and undercut banks. 3) Freshwater migration corridors free of obstruction and excessive predation with water quantity and quality conditions and natural cover such as submerged and overhanging large wood,aquatic vegetation, large rocks and boulders, side channels,and undercut banks supporting juvenile and adult mobility and survival. The NMFS has analyzed the potential effects of the proposed action on the three PCEs and concurs effects will be insignificant. As noted in the previous section, following standard BMPs will minimize water quality changes in the action area. Project activities will not affect the suitability of the area as a migration corridor and spawning habitat,and will likely enhance the area's suitability for rearing. Because the conservation value of PCEs in the action area will be maintained or improved, the NMFS concurs the proposed action"may affect, but is not likely to adversely affect Puget Sound Chinook salmon critical habitat. Overall, this sockeye salmon spawning channel has provided additional habitat for various life .history stages of several species of salmonids in the Cedar River and repairing it will likely provide continued benefits to all species. This is the second reconstruction of the site after storms or floods,and NMFS encourages FEMA and the City of Renton to consider re- engineering this spawning channel to eliminate the need for regular repairs after flood events, which cause unnecessary impacts to riparian, instream and off-channel habitats and aquatic species in the area. This concludes informal consultation on this proposed action in accordance with 50 CFR 402.14(b)(1). FEMA must reinitiate this ESA consultation if (1)new information reveals effects of the action that may affect listed species in a way not previously considered; (2) new information reveals the action causes an effect to listed species that was not previously considered; or(3)a new species is listed or critical habitat designated that may be affected by the identified actions. I 4 Magnuson-Stevens Fishery Conservation and Management Act Federal agencies are required, under section 305(b)(2)of the MSA and its implementing regulations(50 CFR 600 Subpart K),to consult with NMFS regarding actions that are authorized, funded,or undertaken by that agency that may adversely affect Essential Fish Habitat (EFH). The MSA section 3 defines EFH as"those waters and substrate necessary to fish for spawning,breeding, feeding, or growth to maturity". If an action would adversely affect EFH, FEMA is required to provide the Federal action agency with EFH conservation recommendations (MSA section 305(b)(4)(A)). This consultation is based, in part,on information provided by the Federal action agency and descriptions of EFH for Pacific salmon contained in Appendix A to Amendment 14 to the Pacific Coast Salmon`Plan (August 1999)developed by the Pacific Fishery Management Council and approved by the Secretary of Commerce(September 27,2000). The proposed action and action area are described in this letter and in the SPIF. The action area includes habitat which has been designated as EFH for various life stages of Chinook salmon and coho salmon(O. kisutch). EFH Conservation Recommendations: Because the habitat requirements(Le., EFH)for the MSA-managed species in the action area are similar to that of the ESA-listed species,and because the conservation measures that NMFS has analyzed as part of the proposed action to address ESA concerns are also adequate to avoid,minimize,or otherwise offset potential adverse effects to designated EFH, conservation recommendations pursuant to(MSA section 305(b)(4)(A))are not necessary. Since NMFS is not providing conservation recommendations at this time, no 30-day response from FEMA is required (MSA section 305(b)(4)(B)). This concludes consultation under the MSA. If the proposed action is modified in a manner that may adversely affect EFH, or if new information becomes available that affects the basis for NMFS' EFH analysis, FEMA will need to reinitiate EFH consultation with NMFS in accordance with implementing regulations for EFH at 50 CFR 600.920(k). The efforts of FEMA and the City of Renton to design this project to minimize environmental impacts are appreciated. If you have any questions,please contact Randy McIntosh at 360-534- 9309 or randy.mcintosh@noaa.gov. Sincer y, Barry A. T /nal Acting Re ' dm inistrator cc: Bert Bowen, FEMA Karen Walter, Muckleshoot Indian Tribe Larry Fisher, WDFW Deborah Needham, City of Renton i O F- 0 z a w H Pictures taken on January 29,2009 without vegetation around the channel (ground elevations may differ slightly today). Current view of the site will not provide as much bare earth information as these pictures. Pictures provided here are for bidding information only and do not reflect current conditions. It is recommended to visit the site. Picture Descriptions Picture# Short Description At STA 1 At Station 3+00, looking upstream (towards the south/southeast,or towards the permeable levee). 3+00 Looking downstream. Today there is little to no water standing in the channel today,or upon the last 2 inspection at least. Soils deposited is sandy. 3+00 3 Looking upstream. 2+00 4 Looking downstream. 2+50 5 Looking upstream. 6+00 6 Looking downstream Cedar River with gravel and sand bar in front of proposed permeable berm. 10+00 Picture of Debris pile looking downtream. Most of debris is old knotweed stalks and smaller branches. Some 7 pieces of 6"diameter or bigger debris will need to be relocated per Engineer's direction. 1+QO Looking downtream. Today there is little to no flow in the channel, but there might be some surface water 8 present also. 0+00 9 Closeup view of debris type with most of debris to be hauled out. View of debris pile looking downstream from station 2+00. Little to no standing water present in channel at the 10 right side of the picture. 2+00 View of debris pile looking upstream from station 2+00. Little to no standing water present in channel at the 11 left side of the picture. Some standing water is present at approximatley station '2+80'. 2+00 iF` c. �' ,- �„ � "afx,:4 `rte- � �,x'�` C 9� - �k ''yy "�•„ �` -: s , E �.. v � 7yp«y. yr �.� � .•' � Y + we �•. lI � u q� 1j �.�� �x ..j �� ��. _ _ .... .� �Y �7�! .�- :�.� •� acs/ �y..; w .s ZIT° -: y .. �'aL � ❑ �' e.. �� `� fir, ; .d �:.,-.� :�:"r a �s �*r.'+�._� .,.?�,..i .�_Nh rn+«.+ ' c -zf a - x^ f . - - L Yl AX , S <, J F '^ y h i � -��.tc� •.> +' � ,fir +.� � :�. • ,� � �; - .r ; � ,.� � ��� • „r�} • ..,ri.�.,,�r ai _ �;'F �" ..- . :_. ��, ; �h"� ;fat '� �F.:�'kE t; __ _ •�,• ,'_ a i ,r O,r��� >' G + ff. 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"''- ,ec.,',•�y� :,�� ` �t 1J -'!$". - _ ���.a�t.. �• }t �'o � x w.�,c �; sr "s�`�'_ >'1' r �-k° :�vs �, ,b .:.F '''S`t ;� .��--*... ..w ;�1�. �.°'�, " �"�.r�,�r'�'"�...�".0 g �, ;:� ^,� �tiF�t>q, ��,.w„•�.� ,� •��� ,'�.z�r As:/,- } ..� 'sa>hr'� ,. S�.s.' �. r�-�,r..-= .�' _ _ �.: �"S �"`. �•:!.y.�y •.1 � � ..� t..`l,z'_ ❑ .� y'� �.�«� ''_�7 � �:r�,� y,' � ?,,,,. •` �, �+ .fir i �•��,.. . '�,•` ,�_ ''�,"� rz = ,� �,�'`f' a �,�' '' �-ta1fi`- r•` � _� � yy y --•—+'t.' ` 3�. 9 /k" - .y z!, s •�l% i.'': , ,-4+ .,q' .. f- i#... i ' FLt �+ xv— i:L '' ►;` ..•� .� ` 4! et s .... ...'• r •-.. x 11 � !;.�. �'�V ", � L � •;.� <1�x �" I,,y*''- Xl el `-•'� , „"- .t �^� +� 1'y e� ^' � iii +t -� ' V tat` . ; s I STANDARD DETAILS I 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS.USE STAPLES,WIRE RINGS,OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2"BY 14 Ga.WIRE OR EQUIVALENT,IF STANDARD STRENGTH FABRIC USED 0 FILTER FABRIC i fV II I I I1=1 II _ _ _ I 111111 I—I I r---I I II 6'MAX. MINIMUM 4'k4`TRENCH uBACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL TO V IF WIRE BACKING IS USED 2'S(4"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. A05(ASTM D4751) 30-100SIEVESIZE(0.60-0.15MM)FOR SILT FILM SD-100 SIEVE SIZE(0.30-0.15MM)FOR OTHER FABRICS WATER PERMIIIVIITV(ASTM D491) 0.02 SECA-1 MINIMUM GRAB TENSILE STRENCHT(ASTM-D4632) 180'LBS.MIN.FOR EXTRA STRENGH FABRIC -1001BS.MIN.-FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION(ASTMD4632)30%'MAX. ' ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST 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 2HAV 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 OD 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 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. SY + ®� PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 DEPARTMENT � O MARCH 2008 i 3 - Y 'm SILT FENCE TOP OF FABRIC o BELT T TOP 8" FLOW 4 100%COMPACTION EACH SIDE DIAGONAL ATTACHMENT DOUBLES STRENGTH ATTACHMENT DETAILS: 1. GATHER FABRIC AT POSTS,IF NEEDED. 2. UTILIZE THREE TIES PER POST,ALL WITHIN \//\\//\\//\\//\//� TOP 8"OF FABRIC. uj 3. POSITION EACH TIE DIAGONALLY,PUNCTURING NOTES: HOLES VERTICALLY A MINIMUM OF 1"APART. 1. POST SPACING:T MAX.ON OPEN 4. HANG EACH TIE ON A POST NIPPLE AND RUNS 4'MAX.ON POOLING AREAS. TIGHTEN SECURELY.USE CABLE TIES (50 LBS)OF SOFT WIRE. 2. POST DEPTH:AS MUCH BELOW GROUND AS FABRIC ABOVE GROUND. 3. PONDING HEIGHT MAX.24"ATTACH FABRIC TO UPSTREAM SIDE OF POST. 4. DRIVE OVER EACH SIDE OF SILT FENCE 2 TO 4 TIMES WITH DEVICE ROLL OF SILT FENCE EXERTING 60 P.S.I.OR GREATER. 5. NO MORE THAN 24"OF A 36"FABRIC S ALLOWED ABOVE GROUND. 6. VIBRATORY PLOW IS NOT ACCEPTABLE PLOW BECAUSE OF HORIZONTAL COMPACTION. OPERATION FABRIC ABOVE GROUND 0 SLICING BLADE O (18mm WIDTH) HORIZONTAL CHISEL POINT (76mm WIDTH) � j\\\\\�\\ \j 200-300mm { PUBLIC WORKS SILT FENCE INSTALLATION STD. PLAN - 214.10 DEPARTMENT BY SLICING �� 0$ MARCH 2008 N v y K Q� K D 3"TRASH PUMP WITH FLOATS 6"SEWER PIPE WITH A ON SUCTION HOSE BUTTERFLY VALVES 2`SCHEDULE 40 1-1/2"SCHEDULE 40 n8'SUMP WITH 5' FOR SPRAYERS OF CATCH 2% MIDPOINT SPRAY NOZZLES, SLOPE 5:1 IF NEEDED LOPE 5:1 SLOPE -� 2%SLOPE ti 1:1 6"ATB CONSTRUCTION SLOPE ENTRANCE 15'ATB APRON TO PROTECT BALL VALVES ASPHALT CURB ON THE GROUND FROM LOW ROAD SIDE TO DIRECT WATER BACK TO POND SPLASHING WATER 6"SLEEVE UNDER ROAD PLAN VIEW 15' 15' 20' 15' 50' i , i\ CURB 8"SLEEVE ELEVATION VIEW LOCATE INVERT OF TOP PIPE V ABOVE BOTTOM OF WHEEL WASH 18' 8k8'SUMP WATER LEVEL 3 5 72 DRAIN PIPE 1:1 SLOPE SECTION A-A NOTES: 1.BUILD 8'x8'SUMP TO ACCOMODATE CLEANING BY TRACKHOE. I * PUBLIC WORKS WHEEL WASH AND PAVED STD. PLAN - 215.00 �=' $ DEPARTMENT CONSTRUCTION ENTRANCE FAO MARCH 2008 y i DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE o EX\Sj\NO�lOp / CONSTRUCTION T E ROADWAY IT AVOID DAMAGING O IT IS RECOMMENDED THAT THE R=25'MIN. - ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 00, I INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT,AS PER CITY ROAD STANDARDS 4"-8'QUARRY SPALLS GEOTEXTILE �0 12"MIN.THICKNESS PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM D47S1) 200.PSIMIN. GRAB TENSILE ELONGATION(ASTM D4632) 30°.6 MAX. MULLEN BURSTSTRENGTH(ASTM D3786-80A) 400 PSI MIN. AIDS(ASTM D4751) 20-45(U.S.STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL(WOOD BASED MULCH)MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS.HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE,THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM,COMPACTED SUBGRADE.THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT,THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY INCLUDE STREET SWEEPING,AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE,OR THE INSTALLATION OF THE WHEEL WASH.IF WASHING IS USED,IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK,AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT NECESSARY TO WASH THE STREETS,A SMALL SUMP MUST BE CONDUCTED.THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y p~� n PUBLIC WORKS STABILIZED STD. PLAN - 215.10 DEPARTMENT CONSTRUCTION ENTRANCE �� 0$ MARCH 2008 N y K ' i m 2 Q� K O 1 - ... MIN.2" OVERLAP - I- ' ANCHOR IN 6"x6"MIN.TRENCH AND STAPLE AT 12"INTERVALS _ I-I III-I MIN.6`OVERLAP STAPLE OVERLAPS III-III-III-III-I I i-I - I. MAX,5'SPACING BRING MATERIAL DOWN TO A LEVEL AREA,TURN THE END UNDER 4'AND STAPLE AT 12"INTERVALS i NOTES 1. CONDITION OF USE 1.1. FOR PERMANENT STABILIZATION OF SLOPES 2H:1V OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF.. 1.2. IN CONJUNCTION WITH SEED FOR FINAL STABILIZATION OF A SLOPE,NOT FOR TEMPORARY COVER.HOWEVER,THEY MAY BE USED FOR TEMPORARY APPLICATIONS AS LONG AS THE PRODUCT IS NOT DAMAGED BY REPEATED HANDLING. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. INSTALLATION IS CRITICAL TO THE EFFECTIVENESS IF THIS PRODUCT IF GOOF GROUND CONTACT IS NOT ACHIEVED,RUNOFF CAN CONCENTRATE UNDER THE PRODUCT,RESULTING IN SIGNIFICANT EROSION.. 2.2. JUTE MATTING MUST BE USED IN CONJUNCTION WITH MULCH.EXCELSIOR,WOVEN STRAW,BLANKETS,AND COIR(COCONUT FIBER)BLANKETS MAY BE INSTALLED WITHOUT MULCH. 2.3. PURELY SYNTHETIC BLANKETS ARE ALLOWED,BUT SHALL ONLY BE USED FOR LONG-TERM STABILIZATION OF WATERWAYS.THE ORGANIC BLANKETS,ARE BETTER FOR SLOPE PROTECTION AND SHORT-TERM WATERWAY PROTECTION BECAUSE THEY RETAIN AND PROVIDE ORGANIC MATTER TO THE SOIL,SUBSTANTIALLY IMPROVING THE SPEED AND SUCCESS OF RE-VEGETATION. I 3. MAINTENANCE STANDARDS 3.1. GOOD CONTACT WITH THE GROUND MOST BE MAINTAINED,AND THERE MOST NOT BE EROSION BENEATH THE BET OR BLANKET. 3.2. AREAS OF THE NET OR BLANKET THAT ARE DAMAGED OR NOT CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. 3.3. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. ��Y o - PUBLIC WORKS SLOPE INSTALLATIONS STD. PLAN 213.20 DEPARTMENT "P� p� MARCH 2008 Y m � PRESSURE-TREATED DENSELY VEGETATED FOR A -I I MIN.OF 100 AND SLOPE I I- LESS THAN 5:1 1- 2:1 1 1-111, ,,111- I ,III_ , MIN. I l , 11=1 i 3'MIN. I SPREADER MUST BE LEVEL TREATED 2"X10'MAY BE ABUTTED END TO END FOR MAX.SPREADER LENGTH OF 50' 6"MIN. 1"MIN. i 1111111 6"MIN. 1111111 I-ICI I I-III-III-1 I-III-III-III-III-1--FI-III-III=III-III-1 1 III-III=I I I 18"MIN.REBAR SUPPORTS 8'MIN.SPACING ALTERNATIVELY,6"DIA.CMP MAY BE USED AS A SPREADER. THE PIPE SHALL BE BURIED SO THAT ONLY V EXTENDS ABOVE GROUND. - NOTES 1. CONDITION OF USE 1.1. MAY BE USED WHERE RUNOFF FROM UNDISTURBED AREAS OR SEDIMENT RETENTION FACILITIES IS DISCHARGED. 1.2. APPLIES ONLY WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL IS VEGETATED AND LOW GRADIENT. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE TOTAL SPREADER LENGTH SHALL BE AT LEAST THE SQUARE ROOT OF THE CATCHMENT AREA. 2.2. MAXIMUM LENGTH FOR AN INDIVIDUAL SPREADER IS 50 FEET. 2.3. MULTIPLE SPREADERS SHALL NOT BE PLACED UPHILL OR DOWNHILL FROM ONE ANOTHER. 2.4. THE AREA BELLOW THE SPREADER FOR A HORIZONTAL DISTANCE OF 100 FEET SHALL NOT EXCEED 20 PERCENT AND SHALL BE I COMPLETELY VEGETATED WITH NO AREAS OF INSTABILITY OR EROSION. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE TO THE SPREADER SHALL BE IMMEDIATELY REPAIRED. 3.2. THE DOWNSLOPE AREA SHALL BE CHECKED FOR SIGNS OF EROSION AND VERIFY THAT THE SPREADER IS NOT FUNCTIONING AS A POINT OF DISCHARGE. 3.2.1. ANY ERODED AREAS SHALL BE IMMEDIATELY STABILIZED,AND THE CAUSE DETERMINED AND ELIMINATED IF POSSIBLE. ��Y O + PUBLIC .WORKS LEVELS PREADER DETAIL STD. PLAN - 217.50 DEPARTMENT AND CROSS SECTION �� O'$ MARCH 2008 N Y Y m Z Example of anchored plate used with a sand filter' (may also be used with other water quality facilities). INLET PIPE n V-NOTCHED OR LEVEL 2 S PLATE SPREADER EXTEND INTO SLOPE TO PROTECT VVV FROM THE 100 YEAR FLOW OR t THE HIGHEST FLOW ENTERING WATER QUALITY FACILITY. ANCHOR POSTS SPACED 6'O.C. OR AT EACH END `�"'`'� _ '� ' � .,.:..;+.::' EDGE OF SAND IF WIDTH<6' SAND BED RIPRAP AS SPECIFIED IN WQ FACILITY DESIGNS `SAND FILTER MAY USE OTHER SPREADING OPTIONS. A POND SIDE SLOPES PLAN VIEW NTS 2"MIN. ROCK RIP RAP sand layer / 2"MIN. gravel layer (MIN.) existing grade INLET PIPE 24'(MIN.) LEVEL SPREADER PLATE BOLTED TO ANCHOR POST 2'(MIN.)EMBEDDED INTO EXISTING GROUND Alternative Design Catch basin recommended for higher flow situations(generally SECTION A-A for inflow velocities of 5 fps or NITS greater for 100 year storm). NOTES: t 1. FLOW SPREADER PLATES MAY BE MADE OF EITHER WOOD,METAL,FIBERGLASS REINFORCED PLASTIC,OR OTHER DURABLE MATERIAL IF WOOD,PRESSURE TREATED 4 BY 10-INCH LUMBER OR LANDSCAPE TIMBERS ARE ACCEPTABLE. 2. ANCHOR POST SHALL BE 4-INCHES SQUARE CONCRETE,TUBULAR STAINLESS STEEL,OR OTHER MATERIAL RESISTANCE TO DECAY . PUBLIC WORKS FLOW SPREADER - OPTION A STD' PLAN - 242.00 DEPARTMENT ANCHORED PLATE r ��O MARCH 2008 y m 10-25' � ADJACENT ROLLS SHALL TIGHTLY ABUT ` SEDIMENT,ORGANIC MATTER, AND NATIVE SEEDS ARE \ CAPTURED BEHIND THE ROLLS ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS ` VI/ STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS 1 3"-5" \ \ (75-125mm) DIA. (200-2 0D-250mm) LIVE STAKE NOTES 1"x 1"STAKE { - 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION-LINED CHANNELS SHALL BE SEEDED.CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX(BFM) 1.3. RETENTION/DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION,SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON,ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS.DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGINNING OF THE WET SEASON.AT FINAL SITE STABILIZATION,ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30,AND SEPTEMBER 1 THROUGH OCTOBER 15.AREAS MAY BE SEEDED BETWEEN ( JULY 1 AND AUGUST 31,BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER.AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS,BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3., THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL,10-20-20N-P-K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE.IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO-PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW,THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT,THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA,OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 1 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED.HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON.HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON.DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED.IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER,BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY.MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL-ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. i } + PUBLIC WORKS STRAW WATTLES STD. PLAN — 213.40 DEPARTMENT y�o MARCH 2008 TRACKING a ® v a ® a \ m a a e a a a a"TRACKING"WITH MACHINERY UP AND DOWN THE SLOPE PROVIDES GROOVES THAT WILL CATCH SEED,RAINFALL AND REDUCE RUNOFF. \%\\�/\ MAXIMUM 1 (650m1m) GROOVES WILL CATCH SEED, FERTILIZER, FALL DECREASE SE RU NOFF. AND \\\%\\% NOTES 1. CONDITION OF USE 1.1. ALL SLOPES STEEPER THAN 3:1 AND GREATER THAN 5 VERTICAL FEET REQUIRE SURFACE ROUGHENING.. 1.2. AREAS WITH GRADES STEEPER THAN 3:1 SHOULD BE ROUGHENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. 1.3. AREAS THAT WILL NOT BE STABILIZED IMMEDIATELY MAY BE ROUGHENED TO REDUCE RUNOFF VELOCITY UNTIL SEEDING TAKES PLACE. 1.4. SLOPES WITH A STABLE ROCK FACE DO NOT REQUIRE ROUGHENING. 1.5. SLOPES WHERE MOWING IS PLANNED SHOULD NO BE EXCESSIVELY ROUGHENED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. DISTURBANCE AREAS THAT WILL NOT REQUIRE MOWING MAY BE STAIR-STEO GRADED,GROOVED,OR LEFT ROUGH AFTER FILLING. 2.2. STAIR STEP GRADING IS PARTICULARLY APPROPRIATE IN SOILS CONTAINING LARGE AMOUNTS OF SOFT ROCK.STAIR SHOULD BE WIDE ENOUGH TO WORK WITH STANDARD EARTH MOVING EQUIPMENT.STAIRS STEPS MOST BE ON CONTOURS OR GULLIES WILL FORM ON THE SLOPE. 2.3. AREAS THAT WILL BE MOWED,MAY HAVE SMALL FURROWS LEFT BY DISKING,HARROWING,RANKING,OR SEED-PLANTING MACHINERY OPERATED ON THE CONTOUR. 2.4. GRADED AREAS WITH SLOPES GRATER THAN 3:1 BUT LESS THAN 2:1 SHOULD BE ROUGHED BEFORE SEEDING. 3. MAINTENANCE STANDARDS 3.1. PERIODICALLY CHECK ROUGHENED,SEEDED,PLANTED AND MULCHED SLOPES FOR RILLS AND GULLIES,PARTICULARLY AFTER A SIGNIFICANT STORM EVENT.FILL THIS AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE,THEN RE-SEED AND MULCH AS SOON AS POSSIBLE. 1 Y �~ PUBLIC WORKS SURFACE ROUGHING S7D" PLAN - 213.00 DEPARTMENT O MARCH 2008 Y t _ k k z •k 7 r � • CITY OF RENTON , : DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS y -N ! 4„ N �ROJECT NAME 4° pp' :. IEWERMATENTREETEC.� 4° 8" ° LrBY:, CITY OF OIFTICITY SYSTEMS 3;; CITY. C ACT: ( N 3" C CTORy(NANE 3" SCH � MON t�i/YEAR TO Mom/YE 2" 3 ' 4'-0"x8'-0"x1/2" EXTERIOR PLYWOOD 12 (SMOOTH BOTH SIDES, ABX) 2"x4" DIAGONAL BRACE DOUGLAS FIR STD. OR BETTER 0 w > 4"x4'x 14'-0" r m VERTICAL POST ` < TREATED (TYP.) O I NOTES: I. PAINTING. THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL THE BACKGROUND COLOR IS WHITE. 2• LETTER TYPES. THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3. LETTER SIZE. 4' LETTERS ARE 1/2' WIDE; 3" LETTERS ARE 3/8' WIDE; 2' LETTERS ARE 1/4' WIDE APPROVED BY: - I r' PROJECT SIGN DETAIL DATE: 04/10/06 1 SHEET: 1.0 J _4 ` CONSTRUCTION PLANS Reduced 11 x 17 Also see Full Sized Plans 4 r , � 1 r � 1 1 11 x 17 Plans not included in Scan for Bid Advertisement See Full Sized Plans. r , l 1 J