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AGENDA BILL CITY OF BREMERTON CITY COUNCIL 5H SUBJECT: Contract Award to Scarsella Study Session Date: March 22, 2017 Bro_thers._for the East Park Stormwater COUNCIL MEETING Date: April 5, 2017 Outfall Project Department: PW&U Presenter: Tom Knuckey Phone: (360) 473-2376 SUMMARY: The project will install a new 36" stormwater outfall and T -diffuser to accommodate the increased stormwater flow resulting from the East Park residential development. The existing outfall is 18" and currently undersized to accommodate the additional flow in the basin from East Park. There were ten bids submitted which were opened on March 9, 2017. The lowest responsive, responsible bidder was Scarsella Brothers who submitted a bid in the amount of $374,428 including Washington State sales tax. ATTACHMENTS: 1. Contract; 2. Vicinity Map; and 3. Bid Tabulation FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2017 Capital Budget. STUDY SESSION AGENDA: M No Presentation ❑ Full Presentation STUDY SESSION ACTION: O Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the contract for the construction of the East Park Stormwater Outfall Project to Scarsella Brothers in the amount of $374,428 including Washington State sales tax; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: IZ(Approve Form Updated 01/07/15 ❑ Deny ❑ Table ❑ Continue ❑ No Action 1] C;D4 V 'JCO) IREM-EUCIN.11 City project #: 864 CITY OF BREMEI4TON EAST PARK STORIVIWATER OUTFALL FEBRUARY 2017 Bid Opening: March 9, 2017 @ 2 p.m. City Clerk's Office City Hall, 345 611 Street Bremerton, WA 98337 Pre -Bid Conference: February 28, 2017 @ 1 p.m. City of Bremerton Engineering Office 3027 Olympus Drive Bremerton, WA 98310 Contact Person: Bill Davis, P.E. 3027 Olympus Drive Bremerton, WA 98310 Tel (360) 473-2312 William.davis@ci.bremerton.wa.us Gray SZ Osborne, Inc. CONSULTING ENGINEERS This page left intentionally blank 1 1 1 r r ADDENDUM NO, 1 TO THE CONTRACT PROVISIONS AND CONTRACT PLANS FOR CITY OF BREMERTON EAST PARK STORMWATER OUTFALL G&O #15627 ISSUED THIS DATE: THURSDAY, MARCH 2, 2017 BID OPENING: 2:00 PM (LOCAL TIME) ON THURSDAY, MARCH 9, 2017 CITY OF BREMERTON CITY 3456 TH STREET BREMERTON, WASHINGTOP Bidder shall acknowledge receipt of this Addendum on Page BF -1 of the Proposal. TO PROSPECTIVE BIDDERS: The attention of all prospective bidders on the above project is directed to the following additions and modifications to the Contract Provisions and Contract Plans. I. ADDITIONS, MbDI[FICATIONS;-AND/OR. DI LETIONST. THE SPECIAL PROVISIONS ITEM NO, 1: Page 1-13, Special Provisions 1-03.3 Execution of Contract �- In the second sentence of the third paragraph of the section, DELETE the words "Unless there are extenuating circumstances, the Notice to Proceed will be issued no more than 21 days after Contract Award date." and REPLACE it with the following: "Unless there are extenuating circumstances, the Notice to Proceed is anticipated to be issued on or around May 1, 2017, The Contractor may request an earlier Notice to Proceed date." fl r 1 Page 1 of 2 II, ADD'ITiONS !MORIFICATIONS. -AND/ORIIDELETIONS'TO`'THE` CONTRACT PLANS... ,ITEM NO. 1: ,SHEET 5 'OF::G .OUTFALL STRUCTURE DETAIL On PLAN, DELETE the title "CUSTOM 36" HDPE WYE SD ACCESS PORT WITH BLIND FLANGE" and REPLACE with the following: "CUSTOM 36" HDPE WYE SD ACCESS PORT WITH BLIND FLANGE. THE CONTRACTOR MAY PROPOSE ALTERNATIVE FITTING(S) THAT ACCOMPLISH THE SAME INTENT OF HAVING A VERTICAL ACCESS PORT. ANY PROPOSED ALTERNATIVE MUST BE APPROVED BY THE OWNER." Page 2 of.2 1 r 1 1 1 1 1 1 CERTIFICATION BY ENGINEER The technical material and data contained in these Specifications for the City of Bremerton project titled East Park Stormwater Outfall, were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. P 4`7. Q• Og WAg�, f F. .O. `f0: 37338 is `SIDNAL r7 Prepared Barry l ager, P.E. Gray &'Q., borne This page left intentionally blank 1 1 1 11. 1 1 11 NOTICE INVITING BIDS for East Park Stormwater Outfall RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 2:00 p.m. N' PST as shown on the wall clock inside the City Clerk's office on Thursday, March 9, 2017 for the project East Park Stormwater Outfall. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on Thursday, March 9, 2017 in the office of the City Clerk at 345 61h Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within 120 calendar days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: This project provides for the replacement and increased capacity for stormwater conveyance piping and outfall. The work consists of installation of approximately 230 lineal feet of 36 -inch HDPE pipe and 54 lineal feet of 36 -inch diffuser outfall pipe, but is not specifically limited to, clearing and grubbing, grading, storm drainage improvements, rockery, pavement restoration, and other related items of work. W PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com). Go to http://www.e- arc.com/wa/seattlethen click on the link 'Enter Public Planroom'. Scroll down or search to find the project. ® PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered �I and purchased from ARC Document Solutions. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Seattle, WA: (206) 622- 6000; E-mail: seattle.bidservices@e-arc.com. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: Bid for East Park Stormwater Outfall BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the 1 time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. PRE-BID CONFERENCE: A pre-bid conference will be conducted by the City. The objective of the pre-bid conference is to acquaint prospective bidders with the work and answer any questions. The pre-bid conference is scheduled for Tuesday, February 28, 2017 at 1 p.m. at 3027 Olympus Drive, Bremerton, WA 98310. Meeting in the parking lot. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/e-mail: Bill Davis, P.E. Telephone: (360) 473-2312 E-mail: William.davis@ci.bremerton.wa.us Communication by mail: Department of Public Works and Utilities ATTN: Bill Davis, P.E. 3027 Olympus Drive Bremerton, WA 98310 CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award. END OF NOTICE INVITING BIDS East Park Stormwater Outfall TABLE OF CONTENTS INTRODUCTION Certification by Engineer Notice Inviting Bids Table of Contents PART I - BIDDING REQUIREMENTS AND CONTRACT FORMS BidderChecklist.................................................................................................................................................I - i to I - ii BidForms...................................................................................................................................................BF -1 to BF -15 ContractForms...................................................................................................................................... CF -1 to CF -12 PART II - AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS Division 1- General Requirements.................................................................................1-1 to 1-53 Division2 - Earthwork.............................................................................................................2-1 to 2-8 Division4 - Bases......................................................................................................................................4-1 Division 7 - Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits ......................... .............................. ..7-1 to 7-6 Division 8 - Miscellaneous Construction.........................................................................8-1 to 8-5 PART IV - WAGE RATES APPENDICES Appendix A - Construction Forms Appendix B - Permits Appendix C - Plans This page left intentionally blank PART I BIDDING REQUIREMENTS AND CONTRACT FORMS This page left intentionally blank 7 BIDDER CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the bid forms that must be executed in full as required and submitted with the bid. BID FORMS Bid forms shall be submitted with the bid. All forms in this section must be executed and submitted to the City with your bid, not later than the designated bid closing date and time. Bids that do not, include all of the forms, properly completed, may be declared unresponsive. a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid Proposal 1� d. Bid Bond (This form to be executed by the, bidder and the surety company unless bid is accompanied by a certified check The amount of this check or bond shall be not less than 5% (five percent) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (Submit with bid or within 24 hours of bid opening) �j f. Information Required of Bidder !!� g. Project References (This information must be submitted within 24 hours of the bid opening.) h. Non -Collusion Affidavit (This form is to be completed and signed by the contractor and notarized.) i. Certification by Proposed Contractor Regarding Equal Employment Opportunity Plan j. Certification of Non -Segregated Facilities n k. Certification of Federal Non -Debarment and Suspension DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed and submitted to the City after the contract is awarded by the Bremerton City Council. These forms follow the contract forms in Part 1. a. Contract Db. Contractor Certificate c. Performance Bond (Bond is for 100% of the Contract Amount) d. Payment Bond (Bond is for 100% of the Contract Amount) e. Insurance Certificates 1 City of Bremerton February2017 East Park Stormwater Outfall b i DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a. Statement of Intent to Pay Prevailing Wages - Note: Certified Payroll shall be submitted weekly to document wages paid DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE a. Acceptance of Compensation and Release of All Claims (See Appendix A) b. Affidavit of Wages Paid (available from Department of Labor & Industries) END OF SECTION City of Bremerton February2017 East Park Stormwater Outfall I- ii 1 1 1 1 Scarsella Bros. Inc. BID FORMS BID TO: CITY OF BREMERTON, PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled "East Park Stormwater Outfall." 2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with the disposition of Bid Security. City of Bremerton East Park 5tormwater Outfall February2017 BF•1 3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders," and will furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents. 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged). Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. Addenda Number. 1 Date. 3/2/17 5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms. Dated: March 017 idder: Scarsella Bros. Inc. (Company Name) By: Title: Vice President Bob Scarsella (Signature) City of Bremerton East Park 5tormwater Outfall February2017 BF•1 11 Scarsella Bros. Inc. STATE OF Washington COUNTY OF.King SS: I HEREBY CERTIFY that a meeting of the Board of Directors of the Scarsella Bros. Inc. a corporation existing under the laws of the State of Washington held on January 28, 2013 404;, the following resolution was duly passed and adopted: "RESOLVED, that Bob Scarsella as Vice President of the Corporation, be and is hereby authorized to execute the Bid dated March 9. 2017, to the City of Bremerton by this corporation and that his execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this 9th day of March 2017. City of Bremerton East Park Stormwater Outfall S6cy A. Don Scarsella February 2017 BF -2 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 f 1 1 1 1 Scarsella Bros. Inc. B1D CERTIFICATE (if PartnershW STATE OF ) SS; COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of held on , 2017, the following resolution was duly passed and adopted: "RESOLVED, that as of the Partnership, be and is hereby authorized to execute the Bid dated 2017, to the City of Bremerton by this partnership and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. (SEAL.) City of Bremerton East Park 5tormwater Outfall Partner February2017 BF -3 Scarsella Bros. Inc. BID CERTIFICATE (if Joint Venturel STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of _ held on 2017, the folbwing resolution was duly passed and adopted: RESOLVED, that as of the Joint Venture, be and is hereby,authorized to execute the Bid dated 2017, to the City of Bremerton by this joint venture and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. Managing Partner CSEAL) City of Bremerton February 2017 East Park Stormwater Outfall BF -4 1 1 1 Scarsella Bros. Inc. STATE OF COUNTY OF I$ID CERTIFICATE (if Limited Liability Compa SS: I HEREBY CERTIFY that a meeting of the Members of the a limited liability company existing under the laws of the State of held on 2017, the following resolution was duly passed and adopted: "RESOLVED, that and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated, . 2017, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. A Limited Liability Company 0 (SEAL) City of Bremerton East Park Storm water Outfall Member Member February2017 BF -5 Scarsella Bros. Inc. THIS PAGE LEFT INTENTIONALLY BLANK City of Bremerton February 2017 East Park Storm water Outfall BF -6 Scarsella Bros. Inc. 1 City of Bremerton February 2017 Gast Park Stormwater Outfall BF -7 BID PROPOSAL East Park Stormwater Outfall Form Instructions: In the following schedules, write out the unit price and extension in dollars and cents using numerals. In order to not exceed the overall budget on this project, the City reserves the right to reduce the Total Bid Price by deleting individual pipe sections from the project after bid opening but prior to bid award. Notes Tax Rule 171 applies to this project Sales tax shall be included in each individual bid item aNO. ITEM QUANTITY UNIT PRICE AMOUNT a(S.P. 1. / Unexpected Site Changes 1-04.4(1)) 1 CALC $40,000.00 $40,000.00 2. Controlled Density Fill (S.P. 2-09.5) 20 CY $ so t o D $-3T o, a 0 3. 36 -Inch Storm Sewer Pipe and Perforated Outfall 7-04.5) 1 LS (S.P. D 4. Trench Excavation Safety Systems 1 LS $ 1'0010'00 $-L (S.P. 7-08.5) 5. Bank Run Gravel for Trench Backfill (S.P. 7-08.5) 620 TN $ $ q 3 0 C1. 0 0 6. Removal of Unsuitable Material D(Trench) (S.P. 7-08.5) 20 CY $ 3 D. 00 $_(c, 0 0, 0 C) 7. Quarry Spalls (S.P. B-15.5) 180 TN $ $T 3< 0 0 a8. Rounded Beach Rock (S. P. 8-31.5) 15 TN $ 9s"00 0 0 TOTAL CONSTRUCTION COST: ........................................................................................ $ L7LIZ 91 D Note: A bid must be received on all items. 1 City of Bremerton February 2017 Gast Park Stormwater Outfall BF -7 BID BOND KNOW ALL MEN BY THESE PRESENTS, That Scarsella Bros. Inc. as Principal, and Liberty Mutual Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Five Percent (5%) of Bid Amount dollars, (not less than S percent of the total amount of the Bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents entitled East Park Stormwater Outfall. If the Principal is awarded the Bid and, within 10 calendar days after receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the duly executed Agreement; the duly executed Certificates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond, all as specified in the Contract Documents, then the Surety shall, without condition and within 30 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashiers check, the full amount of this Bid Bond. This Bond shall be irrevocable for 90 days after the bid opening, as defined in the Contract Documents. The, Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected by an extensibn of the time within which the OWNER may accept such bid and Surety further waives notice of any such extension. In the event suit is the, upon this bond by said OWNER and OWNER prevails, said ' Principal and Surety shall pay all costs incurred by"said OWNER in such suit, including attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this day of March 9 —2017 ti " Scarsella Bros. Inc." (SEAL) Prin ' al) By: (Signature) (3of cAPSf [ cA , d P (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Liberty Mutual Insurance Company _(SEAL) (Surety) By: Cynthia'L Jay (Signature) Attorne Address of Surety to which all notices shall be sent Liberty Mutual Insurance Company 1001 - 4th Avenue, #3700 Seattle, WA 98154 Address for Service of Process (must be a physical address) Liberty Mutual Insurance Company 1001 - 4th Avenue, #3700 Seattle, WA 98154 City of Bremerton East Park Stormwater Outfall February 2017 BF -8 1 -THIS POWER OF ATTORNEY ISNOT VALID UNLESS IT IS.PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. . 7600598 Liberty Mutual • Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS. BY.THESE PRESENTS: That The Ohio Casualty',Insurance Company is a corporation duly organized under the laws of the State of New Hampshire; that . . Liberty Mutual Insurance Company:is a corporation duly organized. under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the 'Companies*),.pursuant to and by'aulhority herein set forth; does hereby name constitute and appoint, Aliceon A. Keltner, Annelies M. -Ric hie : Brandon K. Bush: Brent E.' Heilesen; Carley Espiritu; Christopher Kinyon Cynthia L. JaY; Diane M. Harding; Eric J. comtort . all of the city of . Tacoma state of " WA" each:individually if there be more than one named, its tine and lawful attorney-in-fact to make, execute; seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and'othdr surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 19thday of January 2017 > - 19 �•11 INSV - ,INSU,9- ,y%NSIJR nvoa.fo1 ,r, n p 1919 o r1912 } 1991 11: - o., The Ohio Casualty insurance Company ' Liberty Mutual Insurance Company West merican"Insurance Company 0 STATE OF PENNSYLVANIA _ss David M. Care , Assistant Secretary COUNTY OF MONTGOMERY On this 19th da of January 2017 pl Y before me personalty appeared David M. Carey; who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance d Company, .The Ohio Casualty Company, and West American Insurance Company, and that he, as such, ; being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. > IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. 9p pgSr COMMONWEALTH OF PENNSYLVANIA Nw� FCS Notarial Seal v Eumpypc,,T-mme,, a Pastella. Notary Public By;. ` of ion Twp., Montgomery County Teresa Pastella, Notary Public ssion Expires March 28, 2017 Ow� Member, Pennsylvania Association of Notaries d . This Power of Attorney is made and executed pursuant to and by authority of,the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual w Insurance Company,'and West American Insurance Company which resolutions are now in full force and effect reading l; follows:: ARTICLE N - OFFICERS - Section 12. Power of Attomey. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject a; to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, c acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of. the Corporation. When so •executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-irl-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. v 'ARTICLE XIII -Execution of Contracts - SECTION 5. Sure Bonds and Undertakings. An officer of the Company authorized for that purpose in writing b the chairman or thepresident, e Surety 9• Y P.Y. P� 9 Y and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as maybe necessary to. act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surely obligations. Such attorneys -in -fact subject to the limitations set forth in their v respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and "attested by the secretary: - Certificate of Designation -The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, fronds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued bythe Company in connection with surely bonds, shall be. valid and binding upon the Company with the same force and effect as though manually affixed. i, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney ex ted by said Companies, is in full force and effect and .has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of 20L . •v � won _ Ve m g o r F r t r o t919 0 1912 ` `1991 - By. Renee C. Llew , Islam Secretary '... .. 160 of 200 LMS 12873 082018 0 ; IT- Scarsella Bros. Inc. The Bidder shall provide the following information, and included with this bid or submitted within 24 hours of the Bid Opening, for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement in an amount in excess of 10 percent of the CONTRACTOR's total bid. "Rendering service" includes a subcontractor that specially fabricates and installs a portion of the work or improvement. The CONTRACTOR shall list only one Subcontractor for each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed, the bidder acknowledges that it does not intend to,use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid price. Attach additional sheets if required. City of Bremerton February2017 East Park Storm water Outfall BF -9 Company Name: NONE PROPOSED Subcontractor License M Work to be performed Address/Phone # Bid Amount and % of Total Bid: 4^a'.a 1�,'�'i S 41y JY 4#.(�w■..� �aat 34-::��'l>-ri"i'� "'k fty�(Y':5.a7�/�C�Nl1[1CTOII\"i:��•-\°.. .- ono-nA..s - a�+j�«{�,y, 4:Sk i i ,.A:.i Y� R{� .Yj.� .1'.�y ,�s# {4 t.'4q°. f�v3'."�#TE{YG';Y'f 'WAS. �j�'Yk;'�; Y •Y: -:�. fikw %� J.Y e "'s red'-°-a.i ^3 imE3'`�e.�'eJ �.�eU�1n{ub. Y:r Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid$ Amountt+ and % of Total Bid: w- _ � ., . z r rSUBCONTRACTOIZ f s td `s` 's�5'' .Sh" +y$ ,„ t± ^,�" e••e #3 � rf fir. u' ; ' i I Company Name: Subcontractor License M. Work to be performed: Address/Phone M. Bid Amount and % of Total Bid: "a'' S:F .rl' i` lu' ry§'7� 'Rls :)8,}.� >e rye.- x di r =ter F Ian .SUBCbWTRACTARM ", '-:' b} '#'k ': r i i.s h°f > �'t .rid, 1'` n&, t.' �..``i5•iY,> 6'y A.Cw' f' .�+L�q. 4: 7 C+Rr#,4i}; Company Name: Subcontractor License #: Work to be performed: Address/Phone M Bid Amount and % of Total Bid: City of Bremerton February2017 East Park Storm water Outfall BF -9 Scarsella Bros. Inc. INFORMATION The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and will cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Name of Contractor: Scarsella Bros. Inc. Primary Classification: Construction Contractor_(CC01) Address P.O. Box 68697 Seattle, WA 98168-0997 1 Washington State Unified Business Identification (UBI) Number 578-035-242 Washington State Contractor's Registration Number and Exp, Date SCARSBI183B8, Exp. 5/7/17 City of Bremerton Business License number Pending !4[not not available, must be obtained prior to mobilization Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: Surety: Liberty Mutual Insurance Company, 206-473-4342 1001 4th Ave, Ste. 1300, Seattle, WA 98154 Agent: Propel Insurance Company, Jim Binder, 206-948-3819 925 Fourth Ave., Ste. 3200, Seattle, WA 98104-1159 City of Bremerton February2017 East Park Stormwater Outfall BF -10 Telephone: 253-872-7173 Fax number: 253-395-1209 E-mail address: patty.b —scarsellabros.com Name and contact information forl ro osed Project Manager: Rick Krier, 253-261-3716 p p g ri ck. ko__ sca rse l l a b ros. co m Employment Security Department Number 219,514-00-1 Washington State Industrial Insurance Number 132,332-00-8 1 Washington State Unified Business Identification (UBI) Number 578-035-242 Washington State Contractor's Registration Number and Exp, Date SCARSBI183B8, Exp. 5/7/17 City of Bremerton Business License number Pending !4[not not available, must be obtained prior to mobilization Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: Surety: Liberty Mutual Insurance Company, 206-473-4342 1001 4th Ave, Ste. 1300, Seattle, WA 98154 Agent: Propel Insurance Company, Jim Binder, 206-948-3819 925 Fourth Ave., Ste. 3200, Seattle, WA 98104-1159 City of Bremerton February2017 East Park Stormwater Outfall BF -10 1 Scarsella Bros. Inc. I. PROJECT REFER To be considered for award, the CONTRACTOR shall have completed at least three (3) projects of similar type, complexity, and comparable value to that WORK described in Notice Inviting Bids. The projects must have been completed under the bidder's name as the prime (general) contractor within the last ten (10)'years. ATTACH TO THIS BID, or provide within 24 hours of Bid Opening, a list of three (3) projects minimum, completed' by the CONTRACTOR, that are similar to this project in nature, value, and complexity of work. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. o Location of project. ® Brief description of the work involved. • Contract amount. • Date of completion of contract. ® Name, address, and telephone number of architect or engineer. ® Name of owner's project engineer. • List of major equipment used. • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. City of Bremerton February 2017 East Park Stormwater Outfall BF -11 [ I City of Bremerton 345 6'' Street Bremerton, WA 98337 Attention: Bill Davis, P.E:: Civil Engineer An Equal Opportunity Employer Reference: East Park Stormwater Outfall Scarsella Bros. Inc. Project References/Company Information s Dear Bill: U Scarsella's project references and company information for the above referenced project is as follows: Pro.iect References CONTRACT AMOUNT COMPLETION DATE 13NSYWSDOT. ARRA. Task 11,Slope ,Siabilizatiitn $3,142,737.00 03/16 Contract No. 8259 -- Location of Project: Mukilteo, WA Burlington Northern & Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 21), Seattle, WA 98134 Ryan Blumer, 206-625-6146,james.blumer@bnsf.com Description of Work Involved: Install new 12" HDPE outfall system in order to mitigate erosion and slide activity. Major Equipment Used: (1) Each Komatsu PC 308 Crawler Excavation, (1) Each Komatsu PC 138 Excavator, (1) Each -CAT 938 Loader Gr6diha &'DtWi6MZc'rF0wLPM> : OF RR-EcldVyille tP'h. 31` CorYallisNewnirt �hvy._ - $41,567,739.00 03/16 Contract No. 14670 Location of Project: Eddyville, OR Oregon DOT, 3700 SW Philomath Blvd., Corvallis, OR 97333 Steve Schultz, P.M., 541-757-4104, steven.schultz@odot.state.or.us Description of Work Involved: Constructed several large storm slope outfalls consisting of 24" to 36" sewer pipe. Storm outfall systems included sloped pipe anchors with anchor blocks, base blocks, pipe staking and cleanouts. Major Equipment Used: (1) Each Komatsu PC400 Excavator, (1) Each Komatsu PC300 Excavator, (1) Each CAT 950 Loader, (1) Each Volvo A35 Articulated Truck, Tool Trucks, etc. So. 251" St. Slide.Repair $195,594.00 11/14 Contract No. 319611 Location of Project: Des Moines, WA City of Des Moines, 21630 1 Vh Ave S., Ste. A, Des Moines, WA 98198 Tommy Owen, 206-870-6870, towen@desmoineswa.gov Description of Work Involved: Construct Tensar Wire Wall, install roadway drainage and 24" HDPE outfall with diffuser Major Equipment Used: (1) Each Komatsu PC 308 Crawler Excavation, (1) Each Komatsu PC 138 Excavator, (1) Each CAT 938 Loader P.O. Box 68697 - Seattle, Washington 98168-0697 - Tel: (253) 872-7173 - Fax: (253) 395-1209 AK Lic. #34714 - AZ Lic. #ROC249216 - CA Lic. #779354 - ID Lic. #10394 -Unlimited -1-2 MT Lic. #146627 - ND Lic. #44607 - OR Lic. #96884 - UT Lic. #7646917-5551 - WA Lic. #SCARSBI183B8 Heavy - Highway Construction March 10, 2017 City of Bremerton 345 6'' Street Bremerton, WA 98337 Attention: Bill Davis, P.E:: Civil Engineer An Equal Opportunity Employer Reference: East Park Stormwater Outfall Scarsella Bros. Inc. Project References/Company Information s Dear Bill: U Scarsella's project references and company information for the above referenced project is as follows: Pro.iect References CONTRACT AMOUNT COMPLETION DATE 13NSYWSDOT. ARRA. Task 11,Slope ,Siabilizatiitn $3,142,737.00 03/16 Contract No. 8259 -- Location of Project: Mukilteo, WA Burlington Northern & Santa Fe Railway Co., 2454 Occidental Ave. S., Suite 21), Seattle, WA 98134 Ryan Blumer, 206-625-6146,james.blumer@bnsf.com Description of Work Involved: Install new 12" HDPE outfall system in order to mitigate erosion and slide activity. Major Equipment Used: (1) Each Komatsu PC 308 Crawler Excavation, (1) Each Komatsu PC 138 Excavator, (1) Each -CAT 938 Loader Gr6diha &'DtWi6MZc'rF0wLPM> : OF RR-EcldVyille tP'h. 31` CorYallisNewnirt �hvy._ - $41,567,739.00 03/16 Contract No. 14670 Location of Project: Eddyville, OR Oregon DOT, 3700 SW Philomath Blvd., Corvallis, OR 97333 Steve Schultz, P.M., 541-757-4104, steven.schultz@odot.state.or.us Description of Work Involved: Constructed several large storm slope outfalls consisting of 24" to 36" sewer pipe. Storm outfall systems included sloped pipe anchors with anchor blocks, base blocks, pipe staking and cleanouts. Major Equipment Used: (1) Each Komatsu PC400 Excavator, (1) Each Komatsu PC300 Excavator, (1) Each CAT 950 Loader, (1) Each Volvo A35 Articulated Truck, Tool Trucks, etc. So. 251" St. Slide.Repair $195,594.00 11/14 Contract No. 319611 Location of Project: Des Moines, WA City of Des Moines, 21630 1 Vh Ave S., Ste. A, Des Moines, WA 98198 Tommy Owen, 206-870-6870, towen@desmoineswa.gov Description of Work Involved: Construct Tensar Wire Wall, install roadway drainage and 24" HDPE outfall with diffuser Major Equipment Used: (1) Each Komatsu PC 308 Crawler Excavation, (1) Each Komatsu PC 138 Excavator, (1) Each CAT 938 Loader P.O. Box 68697 - Seattle, Washington 98168-0697 - Tel: (253) 872-7173 - Fax: (253) 395-1209 AK Lic. #34714 - AZ Lic. #ROC249216 - CA Lic. #779354 - ID Lic. #10394 -Unlimited -1-2 MT Lic. #146627 - ND Lic. #44607 - OR Lic. #96884 - UT Lic. #7646917-5551 - WA Lic. #SCARSBI183B8 CONTRACT AMOUNT COMPLETION DAT1E "S. 172""%v' $371,309.00 02/08 Contract No. 26967 Location of Project: King County, WA King County DOT, 201 S. Jackson,'MS-KSC-TR-0224, Seattle, 'WA 98104-3856 Wes Chin, (206) 423-1061 Description of Work Involved: Emergency repair of existing outfall system and slope stabilization, installed 36" HDPE outfall pipe with (3) each 72" manholes and rock outfall,' Major Equipment Used: (2) Each Komatsu 300 Excavators, (1) Each CAT 950 Loader, (1) JD 550 LGPD Dozer, (5) Each Mack Dump w/pup trailer Scarsella Bros. Inc. C6mpa,nyJnforMation' Years Under Current Name: 72 years. Contracts Now in Hand: 28 Gross Amount: $213,467,680 Percent of Projects Complete: 50% We look forward to working with you on this project. If you have any questions or need additional information, please feel free to contact me. Thank you, S v� Bob' c&sel lay -x Vice -Pk id'e" t cc: Linda Fulton Scarsella Bros. Inc. STATE OF Washington ) ss. COUNTY OF King ) Bob Scarsella being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, an fee to any corporation, partnership, company association, organization, bid deposi ry, or any ember or agent thereof to effectuate a collusive or sham bid. / 7 Signed: Subscribed and sworn to before me thi 9th day of March, 2017 Notary Public in and for the Patricia F. Brush County of King State of Wash (SEAL) .4-S Vw`W ° V! City of Bremerton February2017 East Park Stormwater Outfall BF -12 Scarsella Bros. Inc. In accordance with Chapter 56, Laws, of 1975 1st Extraordinary Session, Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. Name of Prime Contractor Scarsella Bros. Inc. Address P.O. Box 68697, Seattle, WA 98.168-0697 Internal Revenue Service Employer Identification No. 91-0680994 a. Contractor has participated in a previous contract Yes X No— or subcontract subject to the Equal Opportunity Clause. b. Compliance reports were required to be filed in Yes X No_ connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes X No— Executive Orders 10925,11114,11246 or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964. d. If answer to item V is "no", Please explain in detail in the space below. N/A CERTIFICATION: 1, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Scarsella Bros. Inc. Company Name Bob Scarsella, Name and Ti finer ease type o nt clearly) March 9, 2017 Sign ture Date city of Bremerton February 2017 East Park Stormwater Outfall BF -13 1 Scarsella Bros. Inc. CERTIFICATION OF NON -SEGREGATED FACILITIES (Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certified, further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or area, in fact, segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such, certification in this file. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Scarsella Bros. Inc. Company Name Scarsella.rVP Name and Si City of Bremerton East Park Stormwater Outfall clearly) March 9, 2017 Date February 2017 BF -14 Scarsella Bros. Inc. CERTIFICATION OF FEDERAL NON -DEBARMENT AND SUSPENSION INSTRUCTIONS TO BIDDERS: THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND SUBMITTED WITH THE BID. THE CONTRACTOR SHALL MAKE COPIES ANl)DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS,MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK ON THE PROJECT. As a prospective contractor for the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certification indicating that you are in compliance with the below Federal Executive Order. DebarMp,nt: Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards or using federal funds, and all sub -recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government or from receiving Federally -assisted contracts. Your signature certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. If, at any time during the term of the contract, such condition occurs the Contractor will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Scarsella Bros. Inc. Company Name Bob Scarsella, VP END OF BID FORMS March 9, 2017 Date City of Bremerton February 2017 East Park Stormwater Outfall BF -15 1 1 1 1 1 7 CONTRACT (page 1 of 3) THIS AGREEMENT is dated the-f� day of APjUL in the year 2017 by and between City of Bremerton (hereinafter called CITY) and Scarsella Bros,. Inc. (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ' ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled East Park Stormwater Outfall ' ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion within 120 calendar days from the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. ' CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. ,Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1,000 per calendar day- after ayafter the date of Substantial Completion. ' ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid. Proposal, which shall include sales tax as provided in Section 1-07.2(2) of the Special Provisions., ARTICLE 5. PAYMENT PROCEDURES. t CONTRACTOR shall submit Applications for Payment in accordance with' Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENGINEER as provided in the Special Provisions ' Contractor Initials 1 City of Bremerton February2017 1 East Park Stormwater Outfall CF -1 CONTRACT , (page 2 of .3) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which c6mprise the entire agreement between CITY and'CONTRACTOR, , concerning the WORK consist of this Contract and the following which are either attached or incorporated herein by reference: - Notice Inviting Bids, , - Bidders Checklist, - Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, - Performance Bond, - Payment Bond, - Standard Specifications, - Amendments to the Standard Specifications, - Appendices, - Special Provisions, - Contract Plans, - Addenda numbers I to I inclusive. 1 - Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto: There are no Contract Documents other than those listed in this Article 6. The Contract Documents may -only be amendedby Change Order as provided in Section 1-04.4 of the Standard Specifications t which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW4.24,115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws ' and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages`, losses or suits, ' including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any„' performance of the WORK,'but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. S Contractor Initials City of Bremerton February2017 East Park Stormwater Outfall CF -2 •CONTRACT (page 3 of 3) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests.in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no' assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives ' to the other party hereto, its partners, successors,'assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY: City of Bremerton (Signature) By Patty Lent, Mayor (Printed name) SEAL] a��Attes Address for giving notices 345 6th Street Ste 600, Bremerton WA 98337 Approved as to Form: (Signature) City Attorney (Title) City of Bremerton East Park Stormwater Outfall CONTRACTOR cars IpK (Sig ture) (Printed name) [CORPORATE Attestkn7l— Address for giving notices 89 BOX 686 97, (SL4`761 AM 98/68-0697 License No. SeA'i k5 B L 193 8- 8 Agent for service of process: 1\-11< s cA,? sE-z-LA; February2017 CF -3 CONTRACT. CERTIFICATE (if Corporation) STATE OF WASNI'(�ac�PJ ) SS: COUNTYOF &Nq I HEREBY CERTIFY that a meeting of the Board of Directors of the S CNkSEL� bRQ S , A a corporation existing under'the laws of the State of WASHIhICMN held on JA-wJAry `zs 201'x, the following resolution was duly passed and adopted: "RESOLVED, that ,13 ,(L , as \11LE President of the Corporation, be and is hereby authorized to execute the CONTRACT dated MA-Wif 2o, 20.17, by and between this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the ,Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this aO`tA , ;day of • N 904 , 2017. (SEAL) ;City of Bremerton East Park Stormwater Outfall February2017 CF -4 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 CONTRACT CERTIFICATE (if Partnership) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of . held on . 2017, the following resolution was duly passed and adopted: "RESOLVED, that as of the Partnership, be and is hereby authorized to execute the CONTRACT dated 2017, by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership. I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. (SEAL) City of Bremerton East Park Stormwater Outfall Partner February2017 CF -5 CONTRACT CERTIFICATE (if Joint Venture) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the laws of the State of held on , 2017,, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the CONTRACT dated 2017, by and between this Joint Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture. I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. (SEAL) Managing Partner 04, of Bremerton February2017 East Park Stormwater Outfall CF -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of held on 2017, the following resolution was duly passed and adopted: "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the CONTRACT dated 2017, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this . day of 2017, (SEAL) City of Bremerton East Park Stormwater Outfall A Limited Liability Company By: Member By; Member February 2017 CF -7 This page left intentionally blank City of Bremerton February2017 East Park Stormwater Outfall CF -8 1 1 1 k L -I F L 1 PERFORMANCE BOND #023038406 (page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That Scarsella Bros. Inc. as CONTRACTOR, and Liberty Mutual Insurance Company , as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Three Hundred Seventy Four Thousand Four Hundred Twenty Eight and No/100ths ($374,428.00) dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, East Park Stormwater Outfall"; now, therefore, In the event CONTRACTOR fails to timely or properly perform any of the requirements of the Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract or permit conditions or other applicable laws and regulations. City of Bremerton February2017 East Park Slormwater Outfall CF -9 1 The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract 1 pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either: 1 1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER. The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 1 2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if the amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER will return, without interest, any overpayment to the Surety. 1 PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, 1 shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. City of Bremerton February2017 East Park Slormwater Outfall CF -9 1 F PERFORMANCE BOND (page 2 of 2) The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. ' The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. 1 1 r r 1 1 11 This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the project by the City, and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this 20th day of March , 2017. (SEAL) Scarsella Bros. Inc. % ,^) WTRA OR) By: (Signature and SEAL) (SEAL) Liberty Mutual Insurance Company Surety By: (Signature and SEAL) Cynthia L. Jay, Attorney -i act (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Liberty Mutual Insurance Company 1001 - 4th Avenue, Suite 3700 Seattle, WA 98154 Address of Surety for service of process: (must be a physical address) City of Bremerton East Park Starmwater Outfall Liberty Mutual Insurance Company 1001 - 4th Avenue, Suite 3700 Seattle WA 98154 February20]7 CF -10 1 LJ 1 1 1 1 1 1 1 PAYMENT BOND #023038406 (page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That Scarsella Bros. Inc. as CONTRACTOR, and Liberty Mutual Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of _Three Hundred Seventy Four Thousand Four Hundred Twenty Eight and No/100ths ($374,428.00) dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, East Park Stormwater Outfall"; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court. This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. City ofBreraerton East Park Stonnwater Outfa!! Februaty2017 CF -I I PAYMENT BOND (page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seals this 20th day of March .2017. Scarsella Bros.lnc./, O Liberty Mutual Insurance Compal By: _ — PO�L.�.t�t_ � By. - (Signature and SEAL) (Signature and SEAL) Cynthia L. Jay, Attorney (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address. of Surety to which all notices shall be sent: Liberty Mutual Insurance Company 1001 - 4th Avenue, Suite 3700 Seattle, WA 98154 Address of Surety for service of process: Liberty Mutual Insurance Company (must be a physical address) 1001 - 4th Avenue, Suite 3700 Seattle. WA 98154 END OF CONTRACT FORMS City of Bremerton February 2017 East Park Stornrwater Outfall CF -12 THIS POWER OF ATT0RNEY✓IS:NOT,VALID UNL'-ESS ITIS PRINTED ON REU BACKGRO.U,ND -"� `raw *✓ -,- ✓� `,.�j°.� �'.-%'^� -^. -� :^� v--�:../r.-.fir._ -� �.r _- `.:. `-, _,.r _- �'�.�1;-4--.,. �*✓ '_"\.f \ �� u iThfs Power of.Attorney Limits the acts'yof those'named:herem, and;they;have:no:authority to bind the,Company.exceptandhe.mannerand toahe-extent hereinatated'^ -� :- ".i"'Z✓ `s �-s i "'_,.�� �P i t a -_ / art f tact e No 7600 � TSS, -- /, Liberty�Mut al:lnsura rnpanyr -�-� �:;��`4 `%� ~'� ^ Tfie' .Casualty;lnsurance Company �WestAmencan.Insurance,Company—/~����-�✓ _,,ter `.✓- ,_,.-�..1 "...J , ..�,:Z\_ `.,f -".f e.`tir :�:l-� :./- •.i-\:/--\:.--'\..�-` J` �✓"`...�-...... �^_:.: '"l:�-`..I-�- -4`..""�✓-----'�. _- _,_�.. ^. ,_,,J"\la� ;;.�. ,� ��v � � �� � POWER�OF�ATT;ORNEY_, _ .� - �.�, : Y � ��. r J � KNOWN;A , nE ,_. S:BY THESEcPRESENT6s That The Ohlo 6asualty Insurance Gompan��sv orporati duly organized uncle the laws of,t� State f New Ha Astir t at�� `���,: .�` r.,,� .. `~, � ,--� ;� r^. ice: r.�'✓; ;^:`� r r^. �- r^: - f -",,..i �� ✓Liberty Mutual lhsurance>Company ts,a corporation duly;organlzed;under t&lawlof�ttie=State._ Massachufetts�and West Americanlnsuvance Company is�aVco poratioo;duly f^�✓f �= or anized:underthe la sw of,th6e:Stat of Indiana:( rah e`in,collect vely called the=Compani s" pu usran fo nd?6y,author y herein,set=forth=does_h reb`y name; constitute:and�appoint `� „/.-N'--,.... 9-__-` f,� -r..� .u.(-.` .. .. `..... ,.✓,-„��,-i.,. .-.✓,,row •- .._i_ .✓�`�s ....t - .'�✓f-.V F-� i".�\.i."``-_'`\ ^,"f i Ahceon ALKeltner Annelies M. faichie ;Brandon K-. Bush -:Brent E Helleseri Cailey-Espmtu 'Chnstopher Kmyon Cynthia L -'Jay; -Diane' Hardinq;.Enc i� v� u�A Zim''merman-Heather`_L^AIIerY Jame"s-B Binder Jamie':Diemer ,Jon J Oja Juhe;R Truitt';:Karen C..Swanson Kyle J`Howat Mary S Norrell;;Peter J Comfort er - �✓ - 5, ,^ ✓.moi ^`"r ✓ .✓ .e ✓ 1 ;fir �^ ✓� �_ f ,._r,. . .� _ 1 ".!"tif-,z:-, "``., i-'�-:/--.../..:`�!"- /” , !� / , r'�. /�',. i'. F". °�. -^^, rte. ^� rte, r:- r^. r� r ' 1 all of.the city of Tacoma, state of WAS each iridividi hy�if there be6ore than,one namedrits true antl law��ful attorney m.fa:t t_ maJ ke, jecJ \searl; acknowledge' �- - _ n. , , - "and iiehverfor;and on Its behalf's:surety and as,iis act and:deed any and all,undertak^gs bonds recognizancees d other �urety:obligatlons,in pursuance ofcthese;presenvts:and shale Orbe as binding upomthe Companies asaf they ha....I. dulysigned by th p es dent and attested bythe secretary o e Compariie the owgpropgr�person ��r N_ E EREOf his P o -,Attorne . Lias been sub cs nbed,b an,auth no zed officeroroffcial of he Companies and th o porate seals=ofthe:C mpa ani s have b ee n:affixed' -� U thereto:this 19th,,, -^day ot. �Janua 20;17. _, s, , '��✓ ` tires-„.--- �..✓,...... -. ..•�.-,-`,.,^-�,-^�.f\ :.0 r :-�` - �'�^*,'` - ” ✓��*..�`V`^�`�.,!`���; _. ` �o �l__:_�/,L-�`\,tlVs(i�✓-� Aul\sugq.._... ;.;S�Ysup,f�'�.-"�..✓�..,Z_ -", .:__,,/.�`,:f1. !'`;: ` �."�i�\```-�i -1 i_� — � y�:�`r 9?. I }`;�v"�<� r `� ,F�` ,F �� r � � pp'` The Ohio Gasua�ty�nsurance Company=- , N 1 `W�. e � ,- ✓ ; - � � rs� u'. , f..4,✓-_,.✓-.--%- - — .✓Liberty Mutual;lnsurance Coinor y - °r 0Ell 1�a1 g s 1912,.s > %1;941 �. _ �./� �_ , — 1 - vv .- -�-. ~ .0 x �: a - �� �; . > ,. , ,: ,,:✓,, -,.� .� ��: ��,✓ est mencan_Insurance•Company,, u � -� y� .��. J��+, Y�..A�ikr J'4 �'+y v ��" ts;k ri 1S ,, ,, ' " :Ai�IPtdP \,.'-...\ \ �`J"\4✓' �,_ , �^f'�. '.. /._ `'.'�� ? G1; �i *,�T \_ - _ * , �a � �' * ^ �\�.-F \�"./ " ✓�="fir .1�__,� __ `� - t"- j % ✓ W L/ I `` 11. _ 1�11 `� STATEVgF PENNSYLVANIAN �;ss � ✓�.Z rte-~ �✓—`,'� �~f _'- ;-_ fes_ ,� d -M Carr, :s ant Secret:-�.rry —,-_ .r.�_, �` tp �M, COl1NTY OF-INQNTG-"Z: R,Y--,,Z.�/ -,may .� - --`. fi-,, f� --.�. - ;<..--"`:✓-�,� �� -, -- .—/— j�^.� `0, "�,- � ,Z: f_ ;,_, . F��: "` --, _ - `r�r-til .,'-.,... '�.,�'�^,—::--,, — 'r/`,--r.`i- -i �,. � �1� ,L,� On this=l:9thrday of January ✓ 2017 before me;personally appe8red.David�M-Carey; who acknowletlged himself;to beAssta�nt,Secretary ofberty4Mutga�l�Insurance w;H y Company The Ohi�Casualty Company, and West Amerioan�nsurance:�Company and thafhe ar uch;,being authorizedtiso^to do, execute the foregoing n�strumen�t�fo -r ,-pu�posesi q�;W `- 'harem contained:by�signmg on-deehalf-ofYhid corporations byyhimself;as,a-duly authorized officer %"�✓ ` ^ ✓�✓"%^ ��J „✓ ��: F� ,� ?, ?IN Wf.TNESS;vWHEREQF l have;hereunto sutisanbed my;name,and;affized my^notanal seal arKmg:of Pruss`a Perinsylvama onrthe day,andygar fitsIabov_e_wr�tten� -• _O ++,' : r ti i�l \ �i P_ Com✓ f �GOMMON�WEALTH:OF_PENNS�� _- --- YIVANIA I— -ri—� -' --, �r ^ter , f ✓ 'g - �.l`;✓ , i % ,✓ ✓ ✓ i MONwF ( !� -Notar al Sear �__ �� ✓ , ! r ice, /,✓ `r•. •. �N — f ;kr off✓ Q. ✓�,� /�lC � i C �, I., a; /� �� `✓.-^-� �i^�✓f �� � s� c � �Z .y ��^ �n TeresaPas`te�ll�a ,tJota y F'ublic� � ,B " � v ✓��-✓� i -a �< , l" �� I � � : �� r �f�� -Upper Marion Twp ,.Mo'ntgomery County � Te�esa`•Pasfella'Nota` Public- ', �" �� i /`t1"�._ '"'`.✓"`•`/°',..1` ..i",,..: tis' `,. ..✓ �..1 \-`\..,"'� � . -, i - i s_, __. ryU 1""�.. %� -C�� 1�/ - l� ✓�J -.. `� %� My Commis o\E�pire March 28-,,201,T',-� —'�✓ �'",1l "%�"� s "'.`,,�.i'�J` �./`^ti.% "��,.� r` May VPS ." ..i ',.`.:�--\,,�`;,. �- 1�.�. `�v�' 1/^�r Z4 ��. %�;�: -,�'✓' � �^,,�, - ✓j.,;`,� . 1`p', u V�V °-��- Member vennsyl"nla-Assoaatlon.oENotade,'- -- ��__�j•`'� - ,-- `�'-'� ��✓ O- W, I �� :T.his P�-::w, Attu neyv j made and el f_d ,,:Jant_",_o�_d^by futhonfy;- ,z,foll�owing`By`laws ah---, th -,:-,- ris of Th�_-,-,-_J ,� ,l_nsuranc� mpa�y` ibe_., M_ t�; - Insu ar nee Company; and=WestAmerican Insurance:Company wh:ch resolutions:a>re:nowan=full:force.and:eff�ect reading as;follows: :�,.�,. -^�✓ .iv^..-~� -4`�^.� %t7� ren.' -,Z .^-_ -. `Zz--^ �� �� — '� � �1� / /~. Z w v-m'd: _ARTICLE IV OFFICERS - Section;,12�Power of:Attorneyr.Any officeror otherc_fficlal dfthe-Corporahon:authonzed forthat,purposean wntmg byahe-Chagmah�olr ilia-President,-andsublect; �O� d: ~ ""-i 11-11-"L n f, tib h rat a or=ilia-Fres Beni ma rase Ir be hall a pint such att ii s=in-fact�'as ma -be:necessa to actin behalf oftlieCoi ro ation to'make : xe acute seal \A+. t .s, h-mtatowas t,e C-,:✓ �:.. ^,.✓`. _ Y.✓----�✓-�: PP�:✓�._-��.y �� -, y �; �, ryn:-^-r. � :! _-, � �:r--r_.� - IK:Zwlel.:--- d;dellv�e asa -,et- any.and:all_undedakings,.bonds rec, gj ,__nc- a d -,Ze5; u�y_obllgatlons`Such:attomeys irifacf a ject�o the�kmltitat,on,.seFfoith m theme _:01 fiye powers of ettorney�shall have full power to bind;th IC —ration by fhelr signature a-_�,�oution-of-any such Jtrum- ,-<�anda^atti�h'th1--to -e` ate- --`'. Corporation Whams T� %"''s executed such'Instrumeritsshall be as bindm .asrf:si ned:by the Presid6ent,.and:ai et sted.to:tiythe Secretary-Any:power or.;authority-granted:to;any:representahve or-attorney=ln factvnder. - :w �, `..� ! %: ✓,, ---; -- v g-/^ g i-. !\ % :'`✓=- ref/-\ /-��'^.i� � '. -_ 'I I- : �A, ^: � ``�_"-- �� .s u - �� ttie'prowsions ofahis article:may be:revoked:at any 6me by the Board; the Chairman the:President:or;by the offcer orzofficers grantingsuch:power or:authonty.���, �= `= ARTICLE XIII Execution of;Contracts` SECTIONt5 SuretytiBond�-- s` d Unde�r�taking Apy ___c _of he Companyauthonzetl forVthal purpose^n wnting - .,t..c--l;-- -:, he•p:es,:7 nth `-' ,. Viand subjectto-such,hmltationsastha ctialrman:o>r-the president may4prescnbe sh-all appoint uch:attor�eys-mafact as.maybe necessaryfo acf�In behalf, ;ofaheV ompanyao make; execute f ;, 0 =, -seal-ac-knowletlge,and dehver,asaurety any and-all;undertakings;;bonds�recognizances and;o he`surety tibllgatlons Such attornevys,�n-fact=s blect to•the hmltatlon�s seth thee/ -C; ,, w-=rres�ective owe�sof a'ttorne�sh I h va e:full owe�•to Hind the Com an b theihsi natu�e:and,ex ce otion of:any such-instruments:and toattach:thereto`tire:seal:of;th'e:Company.-: NWhen'so% =O: I i P P ✓. �w P P Y Y 9 executed such'mstruments shall be as-btndm .as:if sl ned b the resident and attested L.b ah etar � L ~ -�"�� - �—� :0- -- I ,� Cgrtificate•of DesignaUomgThe,President:oftha Company acting pursuant paha Bylaws of the company a1.uthorizes David M .Carey Assistant Secretary.to.appointsuch attorneyse� r"�" factas:may be=necessary=to':act:on,behalf ofthe=Company-to make execute; seal; acknowledge and;tleliver as.surety any and:all'uhdertalungs bond"s recognizances;and;other suret . . !'obligatio'ns�~`,..'.'-,:s..`�..-`�-.:�%^:. :: - rf s^,`�n"ti✓ :/-'�`.. ^,,,-'vl'� =`�'-1.1".`-`•,..x'``-l,•\.i.i ,✓ �=!" .,. ���'� rte` �r� v ,, =s�LLL � l�-���,4utW6iCza—tion:=�By,unanimous,mnsent�of the Company s Board of Directors the.Company-consentsithat facsirr ile or mecharncally reproduced slgnature:of any assista`nt,,secretaryof..he�� u=Corn whe vel- ea arin ort ca eitfiied:co of any,power.of attorneyis ed by ttie Corrtpanyin,connection with sur ty,bonds hS all be valid.and:binding`upo Jhe-Compa_n`y:with. r P Y PP 9 P / PY .✓ M1u .s . �. ✓ . ---._-_ �''� the;same forceand 111�11effectas;though,manually affixed Z—�` v s' ✓ fV r �-`r� dr ��! ,,,Z✓al;. Renee�C. Llewellyn,�theRundersgned Asslstarit Secretary,�The�Ohio CasualtyMlnsuran-.. ., _I,_y�''Lib' :y; utual Insurance Company arid: West Amen�an lnsura e�Gompany�d`o� � f �hefeby,certlfy�that,the original powe of`attorney of which the foregoing is a full "true and coirec py of the Pow( , ,Attorney exI ecuted by said C�ompa�nles�is-m II force=an_d effect a � aha ns of b ee n revoked `` ^ �� ✓ � � . , , r �� � � �✓ ✓r —� rte:- _`'w� !�? ,,;` � f �.�` -", � r r : ,� � & . LU � ✓-,:.� _ — f _ -"` , ' /"`\, a^, /"� ____ ,�-,. ....i ✓ _ - ..Lr u^, \ �-~...: ^�,.-'-- IN TESTIMONYxWHEREOF;i have:hereunto set,my hand:and affixed:tne seals of said,Companies:this day of ^ Ct\,.1VS(! "� ''�:� Uq r",�'` r✓-",•.'✓"'\/`�:J��""'�...�'�,,�r''°",-^v-.\ -_-_, ✓.i"'��.. .J `"/`:�, -^�"'/ `.,�ri`,�"`".%'V\s^'..%",._,._- �•."�"'.. Jp �pvewtr�'9'.''".-"... Puxeaaar �✓<:,�„/- .c, .�.eongT'Y.:.-ti'--�.r"�` J'"'""``...%` `M1''`f�^`..<`""'i���' -- - ^,`�-y--„/-'\moi ✓' ✓1✓ �.. J>.�-FrT. ewe. r°c\���✓�-� j�� ��,�� 1� ^..1', ¢' 'mss".,.. r' r ,../ `�, ,.. n,..0 �....s ,..i",.- ,V'-'-Iz. -” -/-- ..-"`'v ,�''', ----� I- __., ..-'"�". Y^'_.✓'" _ _. I"�.r-',+i� —,- ",.-�'�'` '� -,, -�1919�' 'n , 1912 : o :'1991 . � ✓" "%� : :�--�� `�-,,By. r _ r f- ` .. ��11-1 o „ - �, - � ,,,,,71 � y }- � u^ r % r r -' Knee GLlew . ss a- Secretary . 111,�_ ✓^,,, r+i•^'`. �```..y+� /' y ?; 1"t �. ✓ y. '^,, �..,, e'. _.J',:--'"`,:./""...^,.... ,,.f41\...-^. ^.., ^',..:-`"'�.,-`.'.`.�!"�.'`�J: -,; "'� ```,... `..''`:�"'`,✓", �y Sro a �, ''r`, J s, v ;u � olnr.a ti ' ,� ��� =...� -� - ."`,.�---.,rel' „,.:r�`�. /..�`'.` ..� `�V-4�.�✓.� :'`- ' :';tii',,..,�"�__"�` ,.: "`. "':*.=/"� -.,� .✓^q.✓",�./'\%"`~.r^. � `,�/",_f "a!°�.!"`t.:.� "',../ �. "`....,."` "\.-/r'�',..f�..il.�-�"',, `L--•'.!",..roti-��'.'",,5..` �,,LNIS^`28,73 `082016 � J'�`'� �,\./',"�✓��.�,��'�� ��'✓�`-,`�'y--`�..�,!� Via/✓/-•�"U �,,�✓''�\�f\'-.,_:�`e���� 1 1 L F 1 1 1 1 1 1 1 1 1 PART II AMENDMENTS TO THE STANDARD SPECIFICATIONS This page left intentionally blank 1 INTRO.AP1 2 INTRODUCTION I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2016 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 1-01.AP1 17 Section 1-01 Definitions and Terms 18 August 1, 2016 19 1-01.3 Definitions 20 The following new term and definition is inserted after the eighth paragraph: 21 22 Cold Weather Protection Period — A period of time 7 days from the day of concrete 23 . placement or the duration of the cure period, whichever is longer. 24 25 1-02.AP1 26 Section 1-02, Bid Procedures and Conditions 27 April 4, 2016 28 29 1-02.4(1) General The first sentence of the last paragraph is revised to read: 30 n32 31 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business on the �f 33 Thursday preceding the bid opening to allow a written reply to reach all prospective 34 Bidders before the submission of their Bids. 35 36 1-02.9 Delivery of Proposal 37 The last sentence of the third paragraph is revised to read: 38 39 The Contracting Agency will not open or consider any Proposal when the Proposal or 40 Bid deposit is received after the time specified for receipt of Proposals or received in a 41 42 location other than that specified for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that 43 Proposals cannot be received. 44 45 The following new paragraph is inserted before the last paragraph: 46 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 If an emergency or unanticipated event interrupts normal work processes of the 2 Contracting Agency so that Proposals cannot be received at the office designated for 3 receipt of bids as specified in Section 1-62.12 the time specified for receipt of the 4 Proposal will be deemed to be extended:to the same time of day specified.in the 5 solicitation on the first work day,on which the normal work processes of the Contracting 6 Agency resume. 7 8 1-02.12 Public Opening of Proposals 9 This section is supplemented with the following new paragraph; 10 11 If an emergency or unanticipated event interrupts normal work processes of the 12 Contracting Agency so that Proposals cannot be opened at the time indicated in the call 13 for Bids the time specified for opening of, Proposals will be deemed to be extended to 14 the same time of day on the first work day on which the normal work processes of the 15 Contracting Agency resume. 16 17 1-04.AP1 18 Section 1-04, Scope of the Work 19 January 3, 2017 20 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 21 Specifications, and Addenda 22 The following new paragraph- is inserted before the second to last paragraph: 23 24 Whenever reference is made in 'these Specifications or the Special Provisions to codes, 25 rules, specifications, and standards, the reference shall be construed to mean the code, 26 rule, specification, or standard that is in effect on the Bid advertisement date, unless 27 otherwise stated or as required by law. 28 29 1-04.3 Reference Information 30 This section is supplemented with the following new sentence:' 31 32 If a document that is provided as reference information contains material also included 33 as a part of the Contract, that portion of the document shall be considered a part of the 34 Contract and not as Reference Information. 35 36 1-06.AP1 37 Section 1-06, Control of Material 38 January 4, 2016 39 This section is supplemented with the following new section and subsections: 40 41 1-06.6 Recycled Materials 42 The Contractor shall make theirn'best effort to utilize recycled materials in the 43 construction of the project; the use of recycled concrete aggregate as specified in 44 Section 1-06.6(1)A is a requirement of th;e Contract. 45 46 The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working 47 Drawing within 30 calendar days after the Contract is executed. The plan shall provide AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 the Contractor's anticipated usage of recycled materials for meeting the requirements of these Specifications. The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350-075 Recycled Materials Reporting. 1-06.6(1) Recycling of Aggregate and Concrete Materials 1-06.6(1)A General The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items listed in Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of recycled concrete aggregate. The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled concrete used on the entire Contract and not as individual items. If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the Contractor may choose to not use recycled concrete aggregate. When the Contractor does not meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due to costs or any other reason the following shall be submitted: A cost estimate for each material listed in Section 9-03.21(1)E that is utilized on the Contract. The cost estimate shall include the following: a. The estimated costs for the Work for each material with 25 percent recycled concrete aggregate. The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest total cost for the Work. b. The estimated costs for the Work for each material without recycled concrete aggregate. The Contractor's cost estimates shall be submitted as an attachment to the Recycled Materials Reporting form. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-07.AP1 Section 1-07, Legall;Relations and Responsibilities to the Public January 3, 2017 1-07.1 Laws to be Observed In the second to last sentence of the; third paragraph, VSDOT" is revised to read "Contracting Agency". 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax The last three sentences of the first paragraph are deleted and replaced with the following new sentence: The Contractor (Prime or Subcontractor) shall include sales or use taxon the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit 'i.bid prices. 1-07.3(1) Forest Fire Prevention This section is supplemented with the following new subsections: 1-07.3(1)A Fire Prevention Control and Countermeasures Plan The Contractor shall prepare and implement a project -specific fire prevention, control, and countermeasures plan (FPLC Plan) for the duration of the project. The Contractor shall submit a Type 2 Working Drawing no later than the date of the preconstruction conference. 1-07.3(1)A1 FPCC Plan Implementation Requirements The Contractor's FPCC Plan shall be fully implemented at all times. The . Contractor shall update theIFPCC Plan throughout project construction so that the plan reflects actual site conditions and practices. The Contractor shall update the FPCC Plan ati least annually and maintain a copy of the updated FPCC Plan that is available for inspection on the project site. Revisions to the FPCC Plan and the Industrial FirefPrecaution Level (IFPI-) shall be discussed at the weekly project safety meetings. 1-07.3(1)A2 FPCC Plan Element Requirements The FPCC Plan shall include the following: 1. The names, titles, land contact information for the personnel responsible for implementing and updating the plan. 2. The names and telephone numbers of the Federal, State, and local agencies the Contractor shall notify in the event of a fire. 3. All potential fire causing activities such as welding, cutting of metal, blasting, fueling operations, etc. 4. The location of fire extinguishers, water, shovels, and other firefighting equipment. 5. The 'response procedures the Contractor shall follow in the event of a fire AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS, BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 I Most of Washington State is covered under the IFPL system which, by law, is 2 managed by the Department of Natural Resources (DNR). It is the Contractor's 3 responsibility to be.familiar with the DNR requirements and to verify whether or not 4 IFPL applies to the specific project. 5 6 If the Contractor wishes to continue a work activity that is prohibited under an 7 industrial fire precaution level, the Contractor shall obtain a waiver from the DNR 8 and provide a copy to the Engineer prior to continuation of work on the project. 9 10 If the IFPL requirements prohibit the Contractor from performing Work the 11 Contractor may be eligible for an unworkable day in accordance with Section 1- � 12 08.5. 13 14 The Contractor shall comply with the requirements of these provisions at no 15 additional cost to the Contracting Agency. 16 17 1-07.8 High -Visibility Apparel 18 The last paragraph is revised to read: 19 20 High -visibility garments shall be labeled as, and in a condition compliant with the 21 22 ANSI/ISEA 107 (2004 or later version) and shall be used in accordance with manufacturer recommendations. 23 24 1-07.8(1) Traffic Control Personnel 25 In this section, references to "ANSI/ISEA 107-2004" are revised to read "ANSI/ISEA 107". 26 27 1-07.8(2) Non -Traffic Control Personnel 28 In this section, the reference to "ANSI/[SEA 107-2004" is revised to read "ANSI/ISEA 107". 29 30 1-07.9(2) Posting Notices 31 Items 1 and 2 are revised to read: 32 33 1. EEOC - P/E-1 (revised 11/09, supplemented 09/15) — Equal Employment 34 35 Opportunity IS THE LAW published by US Department of Labor. Post for projects with federal -aid funding. 36 37 2. FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal 38 Highway Administration (FHWA). Post for projects with federal -aid funding. 39 40 Items 5, 6 and 7 are revised to read: 41 42 5. WHD 1420 (revised 02/13) — Employee Rights and Responsibilities Under The 43 Family And Medical Leave Act published by US Department of Labor. Post on all 44 projects. 45 46 6. WHD 1462 (revised 01/16) — Employee Polygraph Protection Act published by 47 48 US Department of Labor. Post on all projects. 49 7. F416-081-909 (revised 09/15) — Job Safety and Health Law published by 50 51 Washington State Department of Labor and Industries. Post on all projects. 52 Items 9 and 10 are revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9. F700-074-909 (revised 06/13) — Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L&I). Post on all projects 10. EMS 9874 (revised 10/15) ISH Unemployment Benefits published by Washington State Employment Security Department. Post on all projects. V 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan The second sentence of the first paragraph is deleted. The first sentence of the second paragraph is revised to read: The SPCC Plan shall address all fuels, petroleum products, hazardous materials, and other materials defined in Chapter 447 of the WSDOT Environmental Manual M 31-11. Item number four of the fourth paragraph (up until the colon) is revised to read: 4. Potential Spill Sources — Describe each of the following for all potentially hazardous materials brought or generated on-site, including but not limited to materials used for equipment operation, refueling, maintenance, or cleaning: The first sentence of item 7e of the fourth paragraph is revised to read: BMP methods and locations where they are used to prevent discharges to ground or water during, mixing and transfer of hazardous materials and fuel. The last paragraph is deleted. 1-08.AP1 Section 1-08, Prosecution and Progress January 3, 2017 1-08.1 Subcontracting The second sentence of the second to last paragraph is revised to read: Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, theGContractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released. The fourth sentence of the second to last paragraph is revised to read: The Monthly' Payment Summary shall include all Subcontractors that performed work that was paid on the progress estimate by the Contracting Agency. 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage Withheld In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency". The last sentence in item number 11 of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 The Contractor may also require any documentation from the Subcontractor that is 3 required by the subcontract or by the Contract between the Contractor and Contracting 4 Agency or by law such as affidavits of wages paid, and material acceptance 5 certifications to the extent that they relate to the Subcontractor's Work. 6 7 Item number 12 of the first paragraph is revised to read: 8 9 12. If the Contractor fails to comply with the requirements of the Specification and the 10 Subcontractor's retainage or retainage bond is wrongfully withheld, the Contractor 11 will be subject to the actions described in No. 7 listed above. The Subcontractor 12 may also seek recovery against the Contractor under applicable prompt pay 13 statutes in addition to any other remedies provided for by the subcontract or by law. 14 15 1-08.5 Time for Completion 16 In item 2c of the last paragraph, "Quarterly Reports" is revised to read "Monthly Reports". 17 18 1-09.AP1 19 Section 1-09, Measurement and Payment 20 April 4, 2016 21 1-09.6 Force Account 22 The second sentence of item number 4 is revised to read: 23 24 A "specialized service" is a work operation that is not typically done by worker 25 classifications as defined by the Washington State Department of Labor and Industries 26 and by the Davis Bacon Act, and therefore bills by invoice for work in road, bridge and 27 municipal construction. 28 29 1-10.AP1 30 Section 1-10, Temporary Traffic Control 31 January 3, 2017 32 1-10.1(2) Description 33 The first paragraph is revised to read: 34 35 The Contractor shall provide flaggers and all other personnel required for labor for traffic 36 control activities that are not otherwise specified as being furnished by the Contracting 37 Agency. 38 39 In the third paragraph, "Project Engineer" is revised to read "Engineer". 40 41 The following new paragraph is inserted after the third paragraph: 42 43 The Contractor shall keep lanes, on -ramps, and off -ramps, open to traffic at all times 44 except when Work requires closures. Ramps shall not be closed on consecutive 45 interchanges at the same time, unless approved by the Engineer. Lanes and ramps 46 shall be closed for the minimum time required to complete the Work. When paving hot 47 mix asphalt the Contractor may apply water to the pavement to shorten the time 48 required before reopening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 2 1-10.3(2)C Lane Closure Setup/Takedown 3 The following new paragraph is inse°rted before the last paragraph: 4 5 Channelization devices shall not be moved by traffic control personnel across an open 6 lane of traffic. If an existing setup or staging of traffic control devices require crossing 7 an open lane of traffic, the traffic control devices shall be taken down completely and 8 then set up in the new configuration. 9 10 2-03.AP2 11 Section 2-03, Roadway Excavation and Embankment 12 August 1, 2016 13 14 15 16 17 18 19 20 21 22 23 24 2-03.3(7)C Contractor -Provided Disposal Site The second paragraph is revised to read: The Contractor shall acquire all',permits and approvals required for the use of the disposal sites before any wastelIlis hauled off the project. The Contractor shall submit a Type 1 Working Drawing consisting of copies of the permits and approvals for any disposal sites to be used. The cost of any such permits and approvals shall be included in the Bid prices for other Work.'; The third paragraph is deleted. 2-06.AP2 25 Section 2-06, Subgrade Preparation 26 January 3, 2017 27 2-06.3(2) Subgrade for Pavement 28 The second sentence in the first paragraph is revised to read: 29 30 The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of 31 maximum density as determined by the compaction control tests for granular materials 32 33 3-04.AP3 34 Section 3-04, Acceptance of Aggregate 35 January 3, 2017 36 3-04.5 Payment 37 In Table 1, the Contingent Unit Price Per Ton value for the item HMA Aggregate is revised 38 to read 115.00". 39 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 II L�1 1 4-04.AP4 2 Section 4-04, Ballast and Crush Surfacing 3 January 3, 2017 4 4-04.3(5) Shaping and Compaction 5 The first sentence is revised to read: 6 7 Immediately following spreading and final shaping, each layer of surfacing shall be 8 compacted to at least 95 percent of maximum density determined by the requirements 9 of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is 10 placed. 11 12 5-01.AP5 13 Section 5-01, Cement Concrete Pavement Rehabilitation 14 January 3, 2017 15 In this section, "portland cement" is revised to read "cement". 16 17 5-01.2 Materials 18 In the first paragraph, the following item is inserted after the item "Joint Sealants": 19 20 Closed Cell Foam Backer Rod 9-04.2(3)A 21 22 5-01.3(1)A Concrete Mix Designs 23 This section, including title, is revised to read: 24 25 5-01.3(1)A Mix Designs 26 The Contractor shall use either concrete patching materials or cement concrete for the 27 rehabilitation of cement concrete pavement. Concrete patching materials shall be used 28 for spall repair and dowel bar retrofitting and cement concrete shall be used for concrete 29 panel replacement. 30 31 5-01.3(1)A1 Concrete Patching Materials 32 Item number 1 is revised to read: 33 34 1. Materials — The prepackaged concrete patching material and the aggregate 35 extender shall conform to Section 9-20. 36 37 5-01.3(1)A2 Portland Cement Concrete 38 This section, including title, is revised to read: 39 40 5-01.3(1)A2 Cement Concrete for Panel Replacement 41 Cement concrete for panel replacement shall meet the requirements of Sections 5- 42 05.3(1) and 5-05.3(2) and be air entrained with a design air content of 5.5 percent. 43 Cement concrete for panel replacement may use. rapid hardening hydraulic cement 44 meeting the requirements of Section 9-01.2(2). Rapid hardening hydraulic cement will 45 be considered a cementitious material for the purpose of calculating the 46 water/cementitious materials ratio and.the minimum cementitious materials requirement. 47 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-01.3(1)6 Equipment This section's title is revised to read:i Equipment for Panel Replacement 5-01.3(2)B Portland Cement Concrete This section's title is revised to read:' Cement Concrete for Panel Replacement This section is supplemented with the following new subsection: 11 5-01.3(2)B1 Conformance to Mix Design Acceptance of cement concrete pavement for panel replacement shall be in accordance with Section 5-01.3(2)B. The cement, coarse, and fine aggregate weights shall be within the tolerances of the mix desigN, in accordance with Section 5-05.3(1). 5-01.3(2)61 Rejection of Concrete This section is renumbered as follows: 5-01.3(2)B2 Rejection of Concrete 5-01.3(4) Replace Portland Cement Concrete Panel This section's title is revised to read:' Replace Cement Concrete Panel 5-01.3(8) Sealing Existing Transverse and Longitudinal Joints This section's title is revised to read:' Sealing Existing Longitudinal Viand Transverse Joint The first paragraph is revised to read:. The Contractor shall clean and seal existing longitudinal and transverse joints where shown in the Plans or as marked by the E=ngineer. The first sentence of the second paragraph is revised to read: Old sealant and incompressible material shall be completely removed from the joint to the depth of the new reservoir with a diamond blade saw in accordance with the detail shown in the Standard Plans. The fifth paragraph is revised to read: Immediately prior to sealing, the cracks shall be blown clean with dry oil -free compressed air. If shown in thewPlans, a;backer rod shall be placed at the base of the sawn reservoir. The joints shall be completely dry before the sealing installation may begin. Immediately following the6 air blowing and backer rod placement, if required, the sealant material shall be installed in conformance to manufacturer's recommendations and in accordance with Section 5-05.3(8)B. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 5-01.3(9) Portland Cement Concrete Pavement Grinding 2 This section's title is revised to read: 3 4 Cement Concrete Pavement Grinding 5 6 5-01.3(11) Concrete Slurry and Grinding Residue 7 The last sentence of the first paragraph is revised to read: 8 9 Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, 10 into any drainage structure, water of the state, or wetlands. 11 12 The following new sentence is inserted at the end of the second paragraph: 13 14 The Contractor shall submit copies of all disposal tickets to the Engineer within 5 15 calendar days. 16 17 5-01.4 Measurement 18 The fourth paragraph is revised to read: 19 20 Sealing existing longitudinal and transverse joint will be measured by the linear foot, 21 measured along the line of the completed joint. 22 23 5-01.5 Payment 24 The Bid item "Sealing Transverse and Longitudinal Joints", per linear foot and the paragraph 25 following Bid item are revised to read: 26 27 "Sealing Existing Longitudinal and Transverse Joint", per linear foot. 28 29 The unit Contract price per linear foot for "Sealing Existing Longitudinal and Transverse 30 Joint", shall be full payment for all costs to complete the Work as specified, including 31 removing incompressible material, preparing and sealing existing transverse and 32 longitudinal joints where existing transverse and longitudinal joints are cleaned and for 33 all incidentals required to complete the Work as specified. 34 35 5-02.AP5 36 Section 5-02, Bituminous Surface Treatment 37 April 4, 2016 38 5-02.3(2) Preparation of Roadway Surface 39 This section is supplemented with the following new subsection: 40 41 5-02.3(2)E Crack Sealing 42 Where shown in the Plans, seal cracks and joints in the pavement in accordance with 43 Section 5-04.3(4)A1 and the following: 44 45 1. Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 46 47 2. Cracks greater than 1 inch in width — fill with sand slurry. 48 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 5-04.AP5 2 Section 5-04, Hot Mix Asphalt 3 January 3, 2017 4 This section (and all subsections) is!revised to read: 5 i 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 This Section 5-04 is written in ap,style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. 5-04.1 Description This Work consists of providinglyand placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base, in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. HMA shall be composed of asphalt binder and mineral materials as required, and may include reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5-04.2 Materials Provide materials as specified in these sections: Asphalt Binder 19-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti -Stripping Additive 9-02.4 Warm Mix Asphalt Additive, 9-02.5 Aggregates 9-03.8 Reclaimed Asphalt Pavement (RAP) 9-03.8(3)B Reclaimed Asphalt Shingles (RAS) 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealants 9-04.2 Closed' Cell Foam Backer Rod 9-04.2(3)A 5-04.2(1) How to Get an HMA Mix Design on the QPL Comply with each of the following: • Develop the mix design in accordance ,with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 1 e 1 1 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti -stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis Basis for Contracting Contracting Agency for Acceptance of Agency Approval of Materials Testing for HMA Mixture (see Mix Design for Evaluation of the Mix Section 5-04.3(9)) Placement on QPL Design The Contracting Agency WSDOT Standard will test the mix design Statistical Evaluation Practice QC -8 materials for compliance with Sections 9-03.8(2) and 9-03.8(6). The Contracting Agency Review of Form 350-042 may elect to test the mix for compliance with design materials, or Visual Evaluation Sections 9-03.8(2) and evaluate in accordance 9-03.8(6) with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Mix Designs Containing RAP and/or RAS Mix designs are classified by the RAP and/or RAS content as shown in Table 2. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Table 2 Mix Design Classification Based on RAP/RAS Content RAP/RAS Classification RAP/RAS Content' Low RAP/No RAS 0%:5 RAP% s 20% and RAS% = 0% High RAP/Any RAS 20% < RAP% s Maximum Allowable.RAP2 and/or 0% < RAS% <_ Maximum Allowable RASZ 'Percentages in this table are by total "weight of HMA 2See Table 4 to determine the limits on the maximum amount RAP and/or RAS. 5-04.2(1)A1 Low "RAP/No RAS — Mix'Design Submittals for Placement on QPL For Low RAP/No RAS mix designs, comply with the following additional requirements: 1. Develop the mix design with or without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. 3. Submit samples of RAP if used in development of the mix design. 4. Testing RAP or RAS stockpiles is not required for obtaining approval,for placing these mix designs on the QPL. 5-04.2(1)A2 High'uRAP/Any RAS - Mix Design Submittals for Placement on QPL For High RAP/Any; RAS mix designs, comply with the following additional requirements: 1. For mix designs with any RAS, test the RAS stockpile (and RAP stockpilel,if any RAP is in the mix design) in accordance with Table 3. 2. For High hRAP mix designs with no RAS, test the RAP stockpile in accordance with Table 3. 11 3. For mix designs with High RAP/Any RAS, construct a single stockpile ;for RAP and a single stockpile for RAS and .isolate (sequester) these stockpiles from further stockpiling before beginning development of the mix design. Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350- 042 as part of the mix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17117 1 1 1 1 1 1 1 1 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 in accordance with AASHTO PP 78. Do not add to these stockpiles after starting the mix design process. Table 3 Test Frequency of RAP/RAS During RAP/RAS Stockpile Construction For Approving a High RAP/Any RAS Mix Design for Placement on the QPL Test Frequency' Test for Test Method • 1/1000 tons of 20%2 RAP (minimum of 10 per mix Asphalt Binder FOP for AASHTO design) and Content and Sieve T 308 • tons of Analysis of Fine and RAASS (minimum and and Coarse FOP for WAQTC T of 10 per mix 27/T 11 design) '"tons", in this table, refers to tons of the reclaimed material before being incorporated into HMA. 4. Limit the amount of RAP and/or RAS used in a High RAP/Any RAS mix design by the amount of binder contributed by the RAP and/or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and/or RAS in HMA Mixture Maximum Amount of Binder Contributed from: RAP RAS 40%' minus contribution of binder from RAS 20%2 'Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture. 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6. Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and/or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade solvent. b. Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 c. Test the recovered asphalt residue in accordance with 2 AASHTO R 29 to determine the asphalt binder grade in 3 accordance with Section 9-02.1(4). 4 5 d. After determining the recovered asphalt binder grade, 6 determine the percent of recycling agent and/or grade of 7 new asphalt binder in accordance with ASTM D 4887. 8 9 e. Test the final blend of recycling agent, binder recovered 10 from the RAP and RAS, and new asphalt binder in 11 accordance with AASHTO R 29. The final blended binder 12 shall meet but not exceed the performance grade of asphalt 13 binder required by the Contract and comply with the 14 requirements of Section 9-02.1(4). 15 16 7. Include the following test data with the mix design submittal: 17 18 a. All test data from RAP and RAS stockpile construction. 19 20 b. All data from testing the recovered and blended asphalt 21 binder. 11 22 23 8. Include representative samples of the following with the mix 24 design submittal: 25 26 a. RAP and RAS. 27 28 b. 150 grams of recovered asphalt residue from the RAP and 29 RAS that are to be used in the HMA production. 30 31 5-04.2(1)B Commercial HMA - Mix Design Submittal for Placement on 32 QPL 33 For HMA used in the Bid item Commercial HMA, in addition to the 34 35 requirements of 5-04.2(1) identify the following in the submittal: 36 1. Commercial HMA 37 38 2. Class of HMA 39 40 3. Performance grade of binder 41. 42 4. Equivalent Single Axle Load (ESAL) 43 44 The Contracting Agency may elect to approve Commercial HMA mix designs 45 without evaluation. 46 47 5-04.2(1)C Mix Design Resubmittal for QPL Approval 48 Develop a new mix design and resubmit for approval on the QPL when any of 49 the following changes occur. When these occur, discontinue using the mix 50 design until after it is reapproved on the QPL. 51 1. Change in the. source of crude petroleum used in the asphalt binder. '52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 t I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 2. Changes in the asphalt binder refining process. 3 4 3. Changes in additives or modifiers in the asphalt binder. 5 6 4. Changes in the anti -strip additive, brand, type or quantity. 7 8 5. Changes to the source of material for aggregate. 10 6. Changes to the job mix formula that exceed the amounts as _ 11 described in item 2 of Section 9-03.8(7), unless otherwise approved 12 by the Engineer. 13 14 7. Changes in the percentage of material from a stockpile, when such 15 changes exceed. 5% of the total aggregate weight. 16 17 a. For Low RAP/No RAS mix designs developed without RAP, 18 19 changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight not including the 20 weight of RAP. 21 22 b. For Low RAP/No RAS mix designs developed with RAP, 23 changes to the percentage of material from a stockpile will be 24 calculated based on the total aggregate weight including the 25 weight of RAP. J 26 27 c. For High RAP/Any RAS mix designs, changes in the percentage 28 of material from a stockpile will be based on total aggregate 29 weight including the weight of RAP (and/or RAS when included 30 in the mixture). 31 32 Prior to making any change in the amount of RAS in an approved mix design, 33 notify the Engineer for determination of whether a new mix design is required, 34 and obtain the Engineer's approval prior to implementing such changes. 35 36 5-04.2(2) Mix Design — Obtaining Project Approval. 37 Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT 38 Form 350-041 to the Engineer to request approval to use a mix design from the 39 QPL. Changes to the job mix formula (JMF) that have been approved on other 40 contracts may be included. The Engineer may reject a request to use a mix design 41 if production of HMA using that mix design on any contract is not in compliance with 42 Section 5-04.3(11)D, E, F, and G for mixture or compaction. 43 44 5-04.2(2)A Changes to the Job Mix Formula a 45 The approved mix design obtained from the QPL will be considered the 46 starting job mix formula (JMF) and shall be used as the initial basis for 47 acceptance of HMA mixture, as detailed in Section 5-04.3(9). 48 49 During production the Contractor may request to adjust the JMF. Any 50 adjustments to the JMF will require approval of the Engineer and shall be 51 made in accordance with item 2 of Section 9-03.8(7). After approval by the I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Engineer, such adjusted JMF's shall constitute the basis for acceptance of the HMA mixture. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt (WMA) processes for producing HMA. WMA processes include organic additives, chemical additives, and foaming. The use of WMA is subject to the following: Do not use WMA processes in the production of High RAP/Any RAS mixtures. °Before using WMA processes, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed WMA process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitatgions Do not place HMA for wearing course on any Traveled Way beginning October 1 st through March 31 st of the following year, without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness (Feet) 'o Wearing Course Other Courses Less than 0.10 55°F 45°F 0.1;0 to 0.20 45°F 35°F More than 0.20 35°F 35°F i 5-04.3(2) Paving Under Vaffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. +, 4 During paving operations, maintain temporary pavement markings throughout the project. Installtemporary pavement markings on the Roadway prior to opening to traffic. Temporary pavement markings shall comply with Section 8-23. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Equip mixing plants a0ollows. 1. Use tanks for storage and preparation of asphalt binder which • Heat the contents -by means that do not allow flame to contact the contents or the tank, such as by steam or electricity. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 Heat and hold contents at the required temperatures. 2 3 0 Continuously circulate contents to provide uniform temperature 4 and consistency during the operating period. 5 6 0 Provide an asphalt binder sampling valve, in either the storage 7 tank or the supply line to the mixer. 8 9 2. Provide thermometric equipment: - 10 11 In the asphalt binder feed line near the charging valve at the 12 mixer unit, capable of detecting temperature ranges expected in 13 the HMA and in a location convenient and safe for access by 14 Inspectors. 15 16 At the discharge chute of the drier to automatically register or 17 indicate the temperature of the heated aggregates, and situated 18 in full view of the plant operator. 19 20 3. When heating asphalt binder: 21 22 0 Do not exceed the maximum temperature of the asphalt binder 23 recommended by the asphalt binder supplier. 24 25 0 Avoid local variations in heating. 26 27 Provide a continuous supply of asphalt binder to the mixer at a 28 uniform average temperature with no individual variations 29 exceeding 25T. 30 31 4. Provide a mechanical sampler for sampling mineral materials 32 that: 33 34 Meets the crushing or screening requirements of Section 1-05.6. 35 36 5. Provide HMA sampling equipment that complies with WSDOT 37 SOP T-168. 38 39 Use a mechanical sampling device installed between the 40 discharge of the silo and the truck transport, approved by the 41 Engineer, or 42 43 Platforms or devices to enable sampling from the truck transport 44 45 without entering the truck transport for sampling HMA. 46 6. Provide for setup and operation of the Contracting Agency's 47 field testing: 48 49 As required in Section 3-01.2(2). 50 51 7. Provide screens or a lump breaker: 52 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer. 5-04.3(3)6 Hauling Equipment Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of canvas or other suitable material of sufficient size to protect the HMA from adverse weather.; Securely attach the cover to protect the HMA, whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F. Prevent HMA from adhering to the hauling equipment. Spray metal beds with an environmentally benign release agent. Drain excess release agent prior to filling hauling equipment with HMA. Do not use petroleum derivatives or other coating material that contaminate or alter the characteristics of the FIMA. For hopper trucks, operate; the conveyer during the process of applying the release agent. 5-04.3(3iC Pavers u Use self-contained, power -propelled pavers provided with an internally heated vibratory'iscreed that is capable of spreading and finishing courses of HMA in lane widths required bq the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and arra equipment that has been retrofitted to the paver. i� Operate the screed in accordance with the manufacturer's recommendations and in a 'manner to pro°.duce a finished surface of the required evenness and texturewithout tearing! shoving, segregating, or gouging the mixture. Provide a copy oflthe manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained ,by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed. Equip the paver with automatic screed controls and sensors for either or both sides of the paver. The, controls shall be capable of sensing grade from an outside reference line, `'sensing the transverse slope of the screed, and providing`automatic signals that operate the screed to maintain the desired grade and transverse slope. Construct the sensor so it will operate from a reference line or a mat'ireferencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. 1', Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the screed its permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers,and left -turn channel izations. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 • 2 When specified in the Contract, provide reference lines for vertical control. 3 Place reference lines on both outer edges of the Traveled Way of each 4 Roadway. Horizontal control utilizing the reference line is permitted. 5 Automatically control the grade and slope of intermediate lanes by means of 6 reference lines or a mat referencing device and a slope control device. When 7 the finish of the grade prepared for paving is superior to the established 8 9 tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without - 10 the use of the reference line, a mat referencing device may be substituted for 11 the reference line. Substitution of the device will be subject to the continued 12 approval of the Engineer. A joint matcher may be used subject to the approval 13 of the Engineer. The reference line may be removed after completion of the 14 first course of HMA when approved by the Engineer. Whenever the Engineer 15 determines that any of these methods are failing to provide the necessary 16 vertical control, the reference lines will be reinstalled by the Contractor. 17 18 Furnish and install all pins, brackets, tensioning devices, wire, and accessories 19 necessary for satisfactory operation of the automatic control equipment. 20 21 22 If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. 23 24 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 25 Use a material transfer device (MTD) or material transfer vehicle (MTV) to 26 deliver the HMA from the hauling equipment to the paving machine for any lift 27 in (or partially in) the top 0.30 feet of the pavement section used in traffic 28 lanes. However, an MTD/V is not required for HMA placed in irregularly 29 shaped and minor areas such as tapers and turn lanes, or for HMA mixture 30 that is accepted by Visual Evaluation. At the Contractor's request the Engineer 31 may approve paving without an MTDN; the Engineer will determine if an 32 equitable adjustment in cost or time is due. If a windrow elevator is used, the 33 Engineer may limit the length of the windrow in urban areas or through 34 intersections. 35 36 To be approved for use, an MTV: 37 38 1. Shall be a self-propelled vehicle, separate from the hauling vehicle or 39 paver. 40 41 2. Shall not connected to the hauling vehicle or paver. 42 43 3. May accept HMA directly from the haul vehicle or pick up HMA from a 44 45 windrow. 46 4. Shall mix the HMA after delivery by the hauling equipment and prior 47 to placement into the paving machine. 48 49 5. Shall mix the HMA sufficiently to obtain a uniform temperature 50 throughout the mixture. 51 52 To be approved for use, an MTD: i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1. Shall be positively connected to the paver. 4 2. May accept 'HMA directly from the haul vehicle or;pick up HMA from a windrow. ° 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement11into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Operate rollers in accordance with the manufacturer's recommendations. When requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's recommendation for the use of any roller planned for use on the project. Do not use rollers that crush aggregate, produce pickup or washboard, unevenly compact the surface,displace the mix, or produce other undesirable results. t i 5-04.3(4) Preparation of Existing Paved Surfaces Before constructing HMA on an existing paved surface, the entire surface of the pavement shall be clean. Entirely remove all fatty asphalt patches, grease drippings, and other deleterious substances from the existing pavement to the satisfaction of the Enginee 6. Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to clean equipment spilled on the pavement before paving proceeds. F=ill all holes and small depressions with an appropriate class of HMA. Level and thorough lyaicompact the surface of the patched area. 6 Apply a'uniform coat of asplhalt (tack coat) to all paved surfaces on which any course of HMA is to be placed or abutted. Applyl tack coat to cover the cleaned existing pavement with a thin film of residual asphalt free of streaks and bare spots. Apply a'heavy application of tack coat to all joints. For Roadways open to traffic, limit the' application of tack coat to surfaces that will be paved during the same working shift. Equip the spreading equipment with a thermometer to indicate the temperature of the tack coat material. Do not Operate equipment on tacked surfaces until the tack has broken and cured. Repair tack coat damaged by the Contractor's operation, prior to placement of the HMA. Unless otherwise approved', by the Engineer, use cationic emulsified asphalt CSS -1, CSS -1h ', STE-1, or Perforrgance Graded (PG) aisphalt for tack coat. The CSS -1 and CSS -1 h may be diluted with water at a rate knot to exceed one part water to one. part emulsified asphalt. Do °not allow the tack coat material to exceed the maximum temperature recommended' by the asphalt supplier. When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be placed by using an asphalt paver, a motorpatrol grader, or by hand raking, as approved by the Engineer. l' G AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5-04.3(4)A Crack Sealing 5-04.3(4)Al,.General . When the roposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS -1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide. Comply with Section 8-02.3(3)6. Complete paving within 48 hours of applying the herbicide. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before use, obtain the Engineer's approval of the herbicide and the prop iosed rate of application. Include the following information in the request for approval of the material: 1. 'Brand Name of the Material, f 2. Manufacturer; 3. Environmental Protection Agency (EPA) Registration Number, 4. Material Safety Data Sheet, and 5. Proposed Rate of Application. i 5-04.3(4)C Pavement Repair Excavate pavement repair areas and backfill these with HMA in accordance with the details shown In the Plans and as staked. Conduct the excavation operations in a manner that will protect the 'pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result: of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting Agency. Excavate only within one lane at a time unless approved otherwise by the Engineer. Do not excavate more area than can be completely backfilled and compacted during the same shift. Unless otherwise shop to a depth of 1.0 feet. ' excavation depth requ The minimum width of shown otherwise in the the.pavement area to area is to be removed Excavated materials disposed of in a Con accordance with Sec in the Plans or determined by the Engineer, excavate Engineer will make the final determination of the y pavement repair; area shall be 40 inches unless lans. Before any excavation, sawcut the perimeter of removed unless the pavement in the pavement repair a pavement grinder. all be the. property of the Contractor and shall be ctor-provided site off the Right of Way or used in ns 2-02.3(3) or 9-03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5-04.3(4). Place the HMA backfill in lifts not to exceed 0.35 -foot compacted depth. Thoroughly compact each lift by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates, RAP, & RAS Produce aggregate in compliance with Section 3-01. Comply with Section 3-02 for preparing stockpile °'sites, stockpiling, and removing from stockpile each of the,following: aggregates, RAP,, and RAS. Provide sufficient storage space for each size of aggregate!; RAP and RAS. Fine aggregate or RAP may be uniformly blended with'''the RAS as a method of preventing the agglomeration of RAS particles. Remove the aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal segregation when being moved to the HMA plant AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 . AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 .v,:. ..;. .;' ,:. karya,_ ,.ae.-r :::" •: p.• 1 for processing into the.final mixture. Keep different aggregate sizes separated 2 until they have been delivered to the HMA plant. 3 4 5-04.3(5)A Stockpiling RAP or RAS for High RAP/Any RAS Mixes 5 Do not place any RAP or RAS into a stockpile which has been 6 sequestered for a High RAP/Any RAS mix design. Do not incorporate any 7 RAP or RAS into a High RAP/Any RAS mixture from any source other 8 than the stockpile which was sequestered for approval of that particular 9 High RAP/Any RAS mix design. 10 11 RAP that is used in a Low RAP/No RAS mix is not required to come from 12 a sequestered stockpile. . 13 14 5-04.3(6) Mixing 15 The asphalt supplier shall introduce anti -stripping additive, in the amount 16 designated on the QPL for the mix design, into the asphalt binder prior to 17 shipment to the asphalt mixing plant. 18 19 Anti -strip is not required for temporary work that will be removed prior to 20 Physical Completion. 21 22 Use asphalt binder of the grade, and from the supplier, in the approved mix 23 design. 24 25 Prior to introducing reclaimed materials into the asphalt plant, remove wire, 26. nails, and other foreign material. Discontinue use of the reclaimed material if 27 the Engineer, in their sole discretion, determines the wire, nails, or other 28 foreign material to be excessive. 29 30 Size RAP and RAS prior to entering the mixer to provide uniform and 31 32 thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use 33 of the RAP or RAS until changes have been approved by the Engineer. 34 35 After the required amount of mineral materials, RAP, RAS, new asphalt binder 36 and recycling agent have been introduced into the mixer, mix the HMA until 37 complete and uniform coating of the particles and thorough distribution of the 38 asphalt binder throughout the mineral materials, RAP and RAS is ensured. 39 40 Upon discharge from the mixer, ensure that the temperature of the HMA does 41 not exceed the optimum mixing temperature shown on the approved Mix 42 Design Report by more than 25°F, or as approved by the Engineer. When a 43 WMA additive is included in the manufacture of HMA, do not heat the WMA 44 additive (at any stage of production including in binder storage tanks) to a 45 temperature higher than the maximum recommended by the manufacturer of 46 the WMA additive. 47 48 A maximum water content of 2 percent in the mix, at discharge, will be allowed 49 providing the water causes no problems with handling, stripping, or flushing. If 50 the water in the HMA causes any of these problems, reduce the moisture 51 content. 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 During the daily operation, HMA may be temporarily held in approved storage facilities.Do not incorporate HMA into the Work that has been held for more than 24 hours after mixing. Provide an easily readable, low bin -level indicator on the storage facility that indicates the amount of material in storage. Waste -the HMA,jJn storage when the top level of HMA drops below the top of the cone of the storage facility, except a� the storage facility is being emptied at the end of the working shift. Dispose of rejected or waste HMA at no expense to the Contracting Agency. 5-04.3(7)'Spreading and Finishing Do not eI ceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer: Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0.35 feet 0.35 feet % and '/2 inch 0.30 feet 0.35 feet % inch 0.15 feet 0.15 feet Use HMA pavers corn plying with Section 5-04.3(3) to distribute the mix. On areas where irregularities or un 'avoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, place the material produced for each JMF with se�)arate spreading and compacting equipment. Do not intermingle HMA produced from more than one JMF. Each strip of HMA placed d l ring a work shift shall conform to a single JMF established for the class of HMA specified, unless there is a need to make an adjustment in the JMF. 5-04.3(8); Aggregate Acceptance Prior to Incorporation in HMA Sample aggregate for meeting the requirements of Section 3-04 prior to being incorporated into HMA' (The acceptance data generated for the Section 3-04 acceptall analysis will not be ;commingled with the acceptance data generated for the Section 5-04.3(9) acceptance analysis.) Aggregate acceptance samples shall be taken as described in Section 3-04. Aggregate acceptance testing will'„ be perfo'rmed by the Contracting Agency. Aggregate contributed from RAP and/or RA, S will not be evaluated under Section 3-04. For aggregate that will be used in HMA mixture which will be accepted by Statistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: j 1. Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2. Testing for the materials properties of fracture, uncompacted void content, and sand equivalent; AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 Ll 1 r 1 1 1 1 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 3. Evaluation by the Contracting Agency in accordance with Section 3- 04, including price adjustments as described therein. :x For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5-04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of three methods as determined from the criteria in Table 7. Table 7 Basis of Acceptance for HMA Mixture Visual Evaluation Statistical Evaluation • Commercial HMA All HMA placed at any mixture other location than that • Any HMA placed in: accepted by o sidewalks Visual o road approaches Evaluation Criteria o ditches for o slopes Selecting o paths the o trails Evaluation o gores Method o prelevel o temporary pavement' o pavement repair • Other nonstructural applications of HMA as approved by the Engineer ' Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the - Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 for the test section requirements. If more than one test section is 2 required, each test section shall be evaluated separately b,y the 3 criteria in table 8 and 9. 4 Table 8 5 Criteria for Conducting and Evaluating HMA Mixture Test Sections (For HMA Mixture Accepted by Statistical Evaluation) High RAP/Any RAS Low FLAP/No Low RAP/No Test Property RAS Is Mixture Test RAS At Contractor's Section Optional Or Mandatory' Option Mandatory? None Waiting period after paving the test 4 calendar days2 4 calendar days2 section. Asphalt Binder based on the criteria Meet "Results Provide samples What Must Happen Required to Stop and respond to to Stop Performing Performing Test WSDOT test Test Sections? . Sections" in Table 9 results required by based on the criteria for High RAP/Any Table 9 for Low in Section 5- RAS. RAP/ lo RAS. 'It a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the same plant, using the same JMF) the test section may be waived if approved by the Engineer. 2This is to provide time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results. Paving may resume when this is done. Table 9 Results Required to Stop Performing HMA Mixture Test Sections' (For HMA Mixture Accepted by Statistical Evaluation) Type of HMA High RAP/Any RAS Low RAP/No Test Property RAS Minimum PF; of 0.95 Gradation based on the criteria None in Section 5- 04.3(9)B42 Minimum PF; of 0.95 Asphalt Binder based on the criteria None' in Section 5- 04.3(9)B42 Minimum PF; of 0.95 V. based on the criteria None in Section 5- 04.3(9)B42 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 1 t II t 1 F 1 2 3 4 5 6 8 Hamburg Wheel Meet requirements These tests will Track of Section 9- not be done as Indirect Tensile 3 03'8(2)' part of Test Strength RAS Section. Aggregates Nonstatistical Asphalt Binder Sand Equivalent Evaluation in Va Uncompacted Void accordance with the None Content requirements of Track Indirect Tensile Fracture Section 3-043 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation (see Table 9a). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. 'Take one sample for each test section lot. Test the sample for the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5-04.3(11)F before resuming paving. 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section The Engineer will evaluate the HMA mixture in each test section for rejection, acceptance, and price adjustments based on the criteria in Table 9a using the data generated from the testing required by Table 9. Each test section shall be considered a separate lot. Table 9a Acceptance Criteria for HMA Mixture Placed in a Test Section (For HMA Mixture Accepted by Statistical Evaluation) Type of HMA High RAP/Any RAS Low RAP/No Test Property RAS Gradation Statistical Asphalt Binder Statistical Evaluation Evaluation Va Hamburg Wheel pass/Fail for the Track Indirect Tensile requirements of N/A Section 9-03.8(2)' Strength HMA Aggregate Nonstatistical Nonstatistical Sand Equivalent Evaluation in Evaluation in Uncompacted Void accordance with the accordance with Content AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 'Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04.3(11). 5-04!3(9)B Mixture Acceptance — Statistical Evaluation 5-04.3(9)B1 Mixture Statistical Evaluation Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: • The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. • A mixture lot for a test section will consist of three sublots. .Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. Table 10 Maximum HMA Mixture Sublot Size For HMA Accepted by Statistical Evaluation requirements of the requirements < 20,000 Section 3-04 of Section 3-04 'Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04.3(11). 5-04!3(9)B Mixture Acceptance — Statistical Evaluation 5-04.3(9)B1 Mixture Statistical Evaluation Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: • The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. • A mixture lot for a test section will consist of three sublots. .Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. Table 10 Maximum HMA Mixture Sublot Size For HMA Accepted by Statistical Evaluation HMA Original Plan Quantity (tons) Maximum Sublot Size (tons) Z < 20,000 1,000 2Q,000 to 30,000 1,500 >30,000 2,000 ' "Plan quantity" means the plan quantity of all HMA of the same class and binder grade which is accepted by Statistical Evaluation. 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. For a mixture lot in progress with a mixture CPF less than 0.75; a new mixture lot will begin at the Contractor's request after"the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. If, before completing a mixture lot, the.Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JMF, and the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, %,,,a, the mixture,before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5-04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1-06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing Comply with Section 1-06.2(1). The Contracting Agency will test the mixture sample from each.sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot Test Procedure Performed by Va WSDOT SOP Engineer 731 Asphalt Binder Content FOP for Engineer AASHTO T 308 Gradation: Percent Passing FOP for Engineer 1'/2' 1" 3/" '/s", 3/a", No. 4, WAQTC No. 8, No. 200 T 27/T 11 The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5-04.3(9)A) shall also be used as the test results for acceptance of the mixture described in 5-04.3(9)B3, 5-04.3(9)B4, 5-04.3(9)B5, and 5-04.3(9)B6. 5-04.3(9)B4 Mixture Statistical Evaluation — Pay Factors Comply with Section 1-06.2(2). The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1-06.2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9-03.8(7). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section 1-06.2(2). In accordance with Section 1-06.2(2)D4, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5-04.3(9)B4, using the price adjustment factors in Table 12. Unless otherwise specified, the maximum CPF for HMA mixture shall be 1.05. Table 12 HMA Mixture Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1'/2', 1 3/d' '/2° V and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) 20 5-04.3(9)B6 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0.60 x (CPF — 1.00)] x Q x UP Where JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) CPF = Composite Pay factor for a given lot of mixture (maximum is 1.05) Q = Quantity in a given lot of mixture (tons) UP= Unit price of the HMA in a given lot of mixture ($/ton) 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested. To request a retest, submit a written request to the Contracting Agency within 7 calendar days after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Engineer. The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 CI 1 1 r 1 1 e 1 3 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 of the original -- mixture sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 5-04.3(9)C Vacant 5-04.3(9)D Mixture Acceptance — Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture. 5-04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments* HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5-04.3(9)B3. If all constituents from that test fall within the Job Mix Formula Tolerances (for Visual Evaluation) in Section 9-03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5- 04.3(9)B3, and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 13. Table 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors' Section 5-04.3(9)B4 Composite Pay Factors' Section 5-04.3(9)B5 Price Adjustments Section 5-04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9-03.8(7) will be used in the calculation of the PF;. 'The maximum CPF shall be 1.00. 5-04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website. The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 (SAM) within 24 hours of the sample being made available to the Contracting Agency. However, the Contractor agrees - 1 . grees:1. Quality control, defined as the system used by the Contractor to monitor, assess, and adjust its production processes to ensure that the final HMA, mixture will meet the specified level of quality, is the sole respon ibility of the Contractor. 2. ' The Contractor has no right to rely on any testing performed by the Contracting A6ency, nor does the Contractor have any right to rely on timely notification by the Contracting Agency of.the Contracting Agen,y's test results (or statistical analysis thereof), for any part of quality control and/or for making changes or correction to any aspect of the HMA mixture. 3. The Contractor shall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analysis. i 5-04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5-04.3'(10)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 14: Table 14 Criteria for Determining Method of Evaluation for HMA Compaction' . Statistical Evaluation Visual Evaluation of Test Point Evaluation of HMA of HMA Compaction is IHMA Compaction is Compaction is Required For: Required For: Required For: • Any HMA for which • "HMA for • Any HMA, not the specified course Preleveling..." meeting the thickness is greater "HMA for, criteria for than 0.10 feet, and Pavement Statistical the HMA is in: Repair..." Evaluation or o traffic lanes, Visual Evaluation including but not limited to: • ramp lanes • truck climbing lanes • weaving, lanes • speed change lanes 'Thin table applies'"to all HMA, and shall be the sole basis Tor determining the acceptance method for; compaction. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 L' 1 1 1 1 1 1 1 1 1 1 r 1 1 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance with the Cyclic Density requirements of Section 5-04.3(10)6. 5-04.3(10)A HMA Compaction —General Compaction Requirements Immediately after the HMA has been spread and struck off, and after surface irregularities have been adjusted, thoroughly and uniformly compact the mix. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, and irregularities and shall conform to the line, grade, and cross-section shown in the Plans. If necessary, alter the JMF in accordance with Section 9-03.8(7) to achieve desired results. Compact the mix when it is in the proper condition so that no undue displacement, cracking, or shoving occurs. Compact areas inaccessible to large compaction equipment by mechanical or hand tampers. Remove HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective. Replace the removed material with new HMA, and compact it immediately to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1 I of any year through March 31 It of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling. Unless otherwise approved by the Engineer, operate rollers in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, do not operate a roller in a mode that results in checking or cracking of the mat. On bridge decks and on the five feet of roadway approach immediately adjacent to the end of bridge/back of pavement seat, operate rollers in static mode only. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C HMA Compaction Acceptance — Statistical Evaluation HMA compaction which is accepted by Statistical Evaluation will be based on acceptance testing performed by the Contracting Agency, and statistical analysis of those acceptance tests results. This will result in a Compaction Price Adjustment. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39' 40 41 42 43 5-04.3(10)C1 FIMA Compaction Statistical Evaluation— Lots and Sublots HMA compaction which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing the project into compaction lots, and each compaction lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each compaction lot into compaction sublots. All mixture in any individual compaction lot shall be of the same mix design. The compaction sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each compaction lot comprises a maximum of 15 compaction sublots, except for theJinal compaction lot of each mix design on the Contract, which comprises a maximum of 25 sublots. Each compaction sublot shall be uniform in size as shown in Table 15, except that the lasts compaction sublot of each day may be increased to a maximum of two times the compaction sublot quantity Calculated. Minor variations in the size of any sublot shall not be cause to invalidate the,associated test result. Table 15 FVMA Compaction Sublot Size HMA Original Plan Quantity (tons)' Compaction Sublot Size (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 In determining the plan quantity tonnage, do not include any' tons accepted by test point evaluation. The following will cause one compaction lot to end prematurely and a new compaction lot to begin: • For a compaction lot in progress with a compaction CPF less than 0.75, a new compaction lot will begin at 1:he Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced See also Section 5-04.3(11)F. All HMA which is paved on a bridge and accepted for compaction by Statistical Evaluation will compose a bridge compaction lot. If the contract includes such HMA on more than one bridge, compaction will be evaluated on each bridge individually, as separate bridge compaction lots. bridge compaction sublots will be determined by the Engineer subject to the following: • All sublots on a given bridge will be approximately the same size.' AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 0 Sublots will be stratified from the lot. 2 When Contract 3 In no case will there be less than 3 sublots in each bridge 4' compaction lot. 5 Item "HMA Core 6 No sublot will exceed 50 tons. 7 Roadway" or "HMA Core — 8 Compaction test locations will be determined by the 9 Engineer in accordance with WSDOT FOP for AASHTO 10 T166. 11 12 5-04.3(10)C2 HMA Compaction Statistical Evaluation — 13 Acceptance Testing 14 Comply with Section 1-06.2(1). 15 16 The location of HMA compaction acceptance tests will be randomly 17 selected by the Contracting Agency from within each sublot, with one 18 test per sublot. The Contracting Agency will determine the random 19 sample location using WSDOT Test Method T 716. 20 -- 21 Use Table 16 to determine compaction acceptance test procedures 22 and to allocate compaction acceptance sampling and testing 23 responsibilities between the Contractor and the Contracting Agency. 24 HMA cores shall be taken or nuclear density testing shall occur after 25 completion of the finish rolling, prior to opening to traffic, and on the 26 same day that the mix is placed. 27 Density Agency will Table 16 HMA Compaction Acceptance Testing Procedures and Responsibilities When Contract Includes Bid When Contract Does Not Item "HMA Core Include Bid Item "HMA Core - - Roadway" or Roadway" or "HMA Core — "HMA Core — Bridge"' Bridge"' Nuclear Basis for Test: Cores Cores3 Density Gauge 3 Contractor shall Contracting take cores' Agency will take using WSDOT cores' using SOP 7342 WSDOT SOP Contracting In -Place 734 Agency, using Contracting Contracting Density Agency will WSDOT FOP Determined by: determine core Agency will for AASHTO density using determine core T 355 FOP for density using AASHTO T 166 FOP for AASHTO T 166 Theoretical Maximum Contracting Agency, using FOP for AASHTO T 209 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Density Determined by: Rolling Average of Theoretical Contracting Agency, using WSDOT SOP 729 Maximum Densities Determined by: 1,1 Percent Contracting Contracting Contracting Agency, using Compaction in Agency, using Agency, using WSDOT FOP Each Sublot Determined by: WSDOT SOP 736 WSDOT SOP 736 for AASHTO T 355 'The core'diameter shall be 4 -inches unless otherwise approved by the Engineer. 2The Contractor shall take the core samples in the presence of the Engineer;" at locations designated by the Engineer, and deliver the core samples to the Contracting Agency. 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in- place density. Exclusive reliance on cores for density acceptance is genera Ily�intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects. 4The basis for test of all compaction sublots in a bridge compaction lot shall be cores. These cores shall be taken by the Contractor when the Proposal includes the bid item "HMA Cores — Bridge". When there is no bid item for "HMA Cores — Bridge", the Engineer will be responsible for taking HMA cores for all compaction sublots in a bridge compaction lot. In either case, the Engineer will determine core location, in-place density of the core, theoretical maximum density, rolling average of theoretical maximum density, and percent compaction using the procedure called for in this Section. When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores. When cores are required for the correlation, coring and testing will be by the Contracting Agency. When a core is taken for gauge correlation at the Location of a s`ublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments For each HMA compaction lot (that is accepted.by Statistical Evaluation) which has less than three compaction sublots, for which all compaction sublots attain a minimum of 91 percent compaction determined in accordance with WSDOT FOP for AASHTO T'355 (or WSDOT SOPF 736 when provided by the Contract), the HMA will be accepted at the unit Contract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK 1 Revised: 1/17/17 1 Section 1-06.2(2) to determine the appropriate Compaction Price 2 Adjustment (CPA). All of the test results obtained from the 3 acceptance samples from a given compaction lot shall be evaluated 4 collectively. Additional testing by either a nuclear density gauge or 5 cores will be completed as required to provide a minimum of three 6 tests for evaluation. 7" 8 9 For the statistical analysis in Section 1-06.2, use the following values: 10 x = Percent compaction of each sublot 11 USL = 100 12 LSL= 91 13 14 Each CPA will be determined as follows: 15 16 CPA = [0.40 x (CPF — 1.00)] x Q x UP 17 18 Where 19 20 CPA = Compaction Price Adjustment for the compaction lot 21 ($) 22 CPF = Composite Pay Factor for the compaction lot 23 (maximum is 1.05) 24 Q = Quantity in the compaction lot (tons) 25 UP = Unit price of the HMA in the compaction lot ($/ton) 26 27 5-04.3(10)C4 HMA Statistical Compaction — Requests for 28 Retesting 29 For a compaction sublot that has been tested with a nuclear density 30 gauge that did not meet the minimum of 91 percent of the theoretical 31 32 maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request 33 that a core, taken at the same location as the nuclear density test, be 34 used for determination of the relative density of the compaction 35 sublot. The relative density of the core will replace the relative density 36 determined by the nuclear density gauge for the compaction sublot 37 and will be used for calculation of the CPF and acceptance of HMA 38 compaction lot. When cores are taken by the Contracting Agency at 39 the request of the Contractor, they shall be requested by noon of the 40 next workday after the test results for the compaction sublot have 41 been provided or made available to the Contractor. Traffic control 42 shall be provided by the Contractor as requested by the Engineer. 43 Failure by the Contractor to provide the requested traffic control will 44 45 result in forfeiture of the request for retesting. When the CPF for the. compaction lot based on the results of the cores is less than 1.00, the 46 Contracting Agency will deduct the cost for the coring from any 47 monies due or that may become due the Contractor under the e 48 Contract at the rate of $200 per core and the Contractor shall pay for 49 the cost of the traffic control. 50 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK 1 Revised: 1/17/17 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04':3(10)D HMA Compaction — Visual Evaluation Visual Evaluation will be the basis of acceptance for compaction of the Bid items "HMA for Pavement Repair Cl. _ PG _"and "HMA for Prelevelling Classi_ PG__". This HMA shall be thoroughly compacted to the satisfaction of the Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller. 5-04.; 3(10)E HMA Compaction —Test Point Evaluation When compaction, acceptance is by Test Point Evaluation, compact HMA based on a test point evaluation of the compaction train. Perform the test point evaluation in' accordance with instructions from the Engineer. The number of passes',with an approved compaction train, required to attain the maximum test,Ooint density, shall be used on all subsequent paving. 5-043(10)F HMA'Compaction Acceptance — Notification of Acceptance Test Results The obligations and responsibilities for notifying the Contractor of compaction acceptance test results are the same as for mixture acceptance test results. See Section 5-04.3(9)E. 5-04.3(11,) Reject Work This Section applies to HMA and all requirements related to HMA (except aggregates prior to being incorporated into HMA). For rejection of aggregate prior to its incorporation into HMA refer to Section 3-04. 5-043(11)A Reject Work --General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to. removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. 5-04:03(11)13 Rejection by Contractor The Contractor may, prior to acceptance sampling and testing, elect to remove any defective material and replace it with new material. Any such new material will b'e sampled, tested, and evaluated for acceptance. 5-0413(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may;, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall riot be incorporated into the pavement. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests the rejected material to be tested. If the Contractor requests testing, acceptance will be by Statistical Evaluation, and a minimum of three samples will be obtained and tested. When uncompacted material is required for testing but not available, the Engineer will determine random sample locations on the roadway in accordance with 1NSDOT Test Method T 716, take cores in accordance with WSDOT SOP; 734, and test the cores in accordance with WSDOT SOP' 737. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 If the CPF for the rejected material is less than 0.75, no payment will be 2 made for the rejected material; in addition., the cost of sampling and 3 testing shall be borne by the Contractor. If the CPF is greater than or 4 equal to 0.75, the cost of sampling and testing will be borne by the 5 Contracting Agency. If the material is rejected before placement and the 6 CPF is greater than or equal to 0.75, compensation for the rejected 7 material will be at a CPF of 0.75. If rejection occurs after placement and 8 the CPF is greater than or equal to 0.75, compensation for the rejected 9 material will be at the calculated CPF with an addition of 25 percent of the 10 unit Contract price added for the cost of removal and disposal. 11 12 5-04.3(11)D Rejection —A Partial Sublot (Mixture or Compaction) 13 In addition to the random acceptance sampling and testing, the Engineer 14 may also isolate from a mixture or compaction sublot any material that is 15 suspected of being defective in relative density, gradation or asphalt 16 binder content. Such isolated material will not include an original sample 17 location. The Contracting Agency will obtain a minimum of three random 18 samples of the suspect material and perform the testing. When 19 uncompacted material is required for testing but is not available, the 20 Engineer will select random sample locations on the roadway in 21 accordance with WSDOT Test Method T 716, take cores samples in 22 accordance with WSDOT SOP 734, and test the material in accordance 23 with WSDOT SOP 737. The material will then be statistically evaluated as 24 an independent lot in accordance with Section 1-06.2(2). 25 26 5-04.3(11)E Rejection —An Entire Sublot (Mixture or Compaction) 27 An entire mixture or compaction sublot that is suspected of being defective 28 may be rejected. When this occurs, a minimum of two additional random 29 samples from this sublot will be obtained. When uncompacted material is 30 required for the additional samples but the material has been compacted, 31 the Contracting Agency will take and test cores from the roadway as 32 described in Section 5-04.3(11)D. The additional samples and the original 33 sublot will be evaluated as an independent lot in accordance with Section 34 1-06.2(2). 35 36 5-04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) 37 The Contractor shall shut down operations and shall not resume HMA 38 placement until such time as the Engineer is satisfied that material 39 conforming to the Specifications can be produced when: 40 41 1. the Composite Pay Factor (CPF) of a mixture or compaction lot 42 in progress drops below 1.00 and the Contractor is taking no 43 corrective action, or 44 45 2. the Pay Factor (PF;) for any constituent of a mixture or 46 compaction lot in progress drops below 0.95 and the Contractor 47 is taking no corrective action, or 48 49 3. either the PF; for any constituent (or the CPF) of a mixture or 50 compaction lot in progress is less than 0.75. 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04:3(11)G Rejection —An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04'3(12)A HMA Joints 5-04.3(12)A1 N Transverse Joints Conduct operations such that placement of the top or wearing course is a continuous operation or as close to continuous as possible. U, nscheduled'transverse joints will be allowed, but the roller may pass over the unprotected end of the freshly laid HMA only when the placement o6he course is discontinued for such a length of time that the HMA will cool below compaction temperature. When the Work is resumed, cut back the previously compacted HMA to produce a slightly beveled edge for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1V where a transverse joint as a result of paving or planing is open to traffic. Separate the'HMA in the temporary wedge from the permanent HMA upon which it is placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5-04.3(12)A2 � Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a Fane line or an edge line of the Traveled Way. Construct a notched wedge joint along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size nor more than '/z of the compacted lift thickness, and then taper down on a slope not steeper than 4HIV. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if; 1. The "ramp must remain, open to traffic, or 2. The 'ramp is closed to traffic and a hot -lap joint is constructed. a. Two paving machines shall be used to construct the hot -lap joint. b. The pavement within 6 inches of the hot -lap joint will not be excluded from random location selection for compaction testing. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17117 , 1 1 1 I L 1 1 1 1 1 1 1 n-� 1 r 1 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 c. Construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, construct longitudinal joints between the HMA and the cement concrete pavement. Saw the joint to the dimensions shown on Standard Plan A-40.10 and fill with joint sealant meeting the requirements of Section 9-04.2. -5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)61 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint sealsto be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the HMA overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified in the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with Section 5-05.3(8). Apply the sealant in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)61 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than '/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than '/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, correct the pavement surface by one of the following methods: 1. Remove material from high places by grinding with an approved grinding machine, or AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. Remove and !replace the wearing course of HMA, or 3. By other method approved by the Engineer. Correct defects until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic,lane 100 feet in length in which any excessive deviations described above are found. When portland cement concrete pavement is to be placed on HMA, the surface to of the HMA shall be such that no surface elevation lies above the Plan grade .minus the specified Plan depth of portland cement concrete i,pavement. Prior to placing the portland cement concrete pavement, bring any, such irregularities to the required tolerance by grinding or other means approved by the Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the Traveled Way, pave the Roadway before the utility appurtenances are adjusted to the finished grade. 5-04.3(14) Planing Bituminous Pavement Plane in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operation's. Pavement outside the limits shown in the Plans or designated by the Engineer that is damaged by the Contractor's operations shall be repaired to the satisfaction of the Engineer at no additional cost to the Contracting Agency. For mainline planing operations; use equipment with automatic controls and with sensors for either or both sides of the equipment. The controls shall be capable of sensing the�grade from an outside reference line, or a mat - referencing device. The automatic controls shall have a transverse slope controller; capable of maintaining the mandrel at the desired transverse slope (expressed as a percentage) within plus or minus 0.1 percent. Remove all.loose debris from the planed surface before opening the planed surface to traffic. The planings and other debris resulting from the planing operation, shall become the property of the Contractor and be disposed of in accordance with Section 2-03.3(7)C, or as otherwise allowed by the Contract. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where'; shown in the Plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the,fog seal prior; to opening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 1 1 C1 G 1 1 1 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 5-04.3(16) HMA Road Approaches 3 Construct HMA approaches at the locations shown in the Plans or where 4 staked by the Engineer, in accordance with Section 5-04. 5 6 5-04.4 Measurement 7 HMA Cl. _ PG _, HMA for _ Cl. _ PG _, and Commercial HMA will 8 be measured by the ton in accordance with Section 1-09.2, with no deduction being 9 made for the weight of asphalt binder, mineral filler, or any other component of the HMA. 10 If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), 11 the material removed will not be measured. 12 13 Roadway cores will be measured per each for the number of cores taken. 14 15 Crack Sealing -LF will be measured by the linear foot along the line of the crack. 16 17 Soil residual herbicide will be measured by the mile for the stated width to the nearest 18 0.01 mile or by the square yard, whichever is designated in the Proposal. 19 20 Pavement repair excavation will be measured by the square yard of surface marked 21 prior to excavation. 22 23 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 24 B 25 Longitudinal joint seals between the HMA and cement concrete pavement will be 26 measured by the linear foot along the line and slope of the completed joint seal. 27 28 HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot e 29 along the line and slope of the completed joint seal. 30 31 32 Planing bituminous pavement will be measured by the square yard. 33 Temporary pavement marking will be measured by the linear foot as provided in Section 34 8-23.4. 35 36 Water will be measured by the M gallon as provided in Section 2-07.4. 37 38 5-04.5 Payment 39 Payment will be made for each of the following Bid items that are included in the 40 Proposal: 41 42 "HMA Cl. _ PG _", per ton. 43 "HMA for Approach Cl. _ PG _", per ton. 44 45 "HMA for Preleveling Cl. _ PG _", per ton. "HMA for Pavement Repair Cl. PG ", per ton. 46 "Commercial HMA", per ton. 47 The unit Contract price per ton for "HMA Cl. _ PG _", "HMA for Approach Cl. "HMA "HMA 48 _ PG _", for Preleveling Cl. PG _", for Pavement Repair Cl. 49 _ PG _", and "Commercial HMA" shall be full compensation for all costs, 50 including anti -stripping additive, incurred to carry out the requirements of Section 5- 51 04 except for those costs included in other items which are included in this 52 Subsection and which are included in the Proposal. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 "Crack Sealing -FA", by force account. "Crack Sealing -FA" will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. "Crack Sealing -LF", per linear foot. The unit Contract price perNlinear foot for "Crack Sealing -LF' shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)A. "Soil Residual Herbicide ft. Wide", per mile, or "Soil Residual Herbicide", per square yard. The unit Contract price per'mile or per square yard for "Soil Residual Herbicide" shall be full payment for alf costs incurred to obtain, provide land install herbicide in accordance with Section 5-04.3(4)B. "Pavement Repair Excavation Incl. Haul", per square yard. The unit Contract price per 'square yard for "Pavement Repair Excavation Incl. Haul' shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)C with the exception, however, that all costs involved in the placement of HMA shall be, included in the unit Contract price per ton for "HMA for Pavement Repair Cl. _ PG _", per ton. "Asphalt for Fog Seal", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. "Longitudinal Joint Seal", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal' shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5-04.3(12)8. "HMA Sawcut-And Seal", per linear foot. The unit Contract price per linear foot for "HMA Sawcut And Seal' shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B1. "Paved PanelJoint Seal", per linear foot. The unit -Cont'r'act price per linear foot for "Paved Panel Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B2. "Planing Bituminous Pavement", per square yard. The unit Contract price perk,isquare yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5 "Water", per M gallon. Payment for "Water" is described in Section 2-07.5. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 I r 2 "Job Mix Compliance Price Adjustment", by calculation. 3 "Job Mix Compliance Price Adjustment' will be calculated and paid for as described 4 in Section 5-04.3(9i!a"nd 5-04.3(9)D1. 5 6 "Compaction Price Adjustment', by calculation. 7 "Compaction Price Adjustment' will be calculated and paid for as described in 8 Section 5-04.3(10)C3. 9 10 "HMA Core — Bridge", per each. 11 The unit Contract price per each for "HMA Core — Bridge" shall be full payment for 12 all costs, including traffic control, associated with taking HMA density cores in 13 pavement that is on a bridge deck. 14 15 "HMA Core — Roadway", per each. 16 The unit Contract price per each for "HMA Core — Roadway" shall be full payment 17 for all costs, including traffic control, associated with taking HMA density cores in 18 pavement that is not on a bridge deck. 19 20 "Cyclic Density Price Adjustment", by calculation. 21 "Cyclic Density Price Adjustment' will be calculated and paid for as described in 22 Section 5-04.3(10)B. 23 24 5-05.AP5 25 Section 5-05, Cement Concrete Pavement 26 January 3, 2017 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-05.3(1) Concrete Mix Design for Paving In last sentence of the second paragraph of item number 1, the reference to "Section 9- 01.2(4)" is revised to read "Section 9-01.2(1)B". The following is inserted after item number 2: 3. Mix Design Modifications - The Contractor may initiate adjustments to the aggregate proportions of the approved mix design. An adjustment in both the fine and coarse aggregate batch target weights of plus or minus 200 pounds per cubic yard will be allowed without resubmittal of the mix design. The adjusted aggregate weights shall become the new batch target weights for the mix design. Item number 3 is renumbered to 4 and revised (up until the table) to read: 4. Conformance to Mix Design - Cement and coarse and fine aggregate weights shall be within the following tolerances of the batch target weights of the mix design: Portland Cement Concrete Batch Weights Cement +5% -1% Coarse Aggregate +2% -2% Fine Aggregate +2% -2% AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 5-05.3(3)6 Mixing Equipment 2 The last sentence of item number 4 is revised to read: 3 4 Plant -mixed concrete may be transported in nonagitated vehicles provided that the 5 concrete is in a workable condition when placed and: 6 7 a. discharge is completed within 45 minutes after the introduction of mixing water 8 to the cement and aggregates, or 9 10 b. discharge is completed within 60 minutes after the introduction of mixing water 11 to the cement and aggregates, provided the concrete mix temperature is 70°F 12 or belowduring placement, or 13 14 c. discharge is completed within 60 minutes after the introduction of mixing water 15 to the cement and agg"regates, provided the mix contains an approved set 16 retarder at the manufacturer's minimum dosage rate. 17 18 5-05.3(6) Subgrade 19 This section, including' title, is revised to read: 20 21 5-05.3(6) Surface Preparation 22 The Subgrade surface shall be prepared and compacted a minimum of 3 feet beyond . 23 each edge of the area which is to receive concrete pavement in order to accommodate 24 the slip -form equipment. 25 26 Concrete shall not be placed during a heavy rainfall. Prior to placing concrete: 27 28 1. The surface shall be moist; 29 30 2. Excess water (e.g., standing, pooling or flowing) shall be removed from the 31 surface. 32 33 3. The surface shall be clean and free of any deleterious materials. 34 35 4. The surface temperature shall not exceed 120°F or be frozen. 36 37 5-05.3(7)A Slip -Form Construction 38 The second sentence of the first paragraph is revised to read: 39 1 11 40 The alignment and elevation of the paver shall be regulated from outside reference lines 41 established for this purpose, or by an electronic control system capable of controlling 42 the line and grade within required tolerances. 43 44 6-02.AP6 45 Section 6-02, Concrete Structures 46 January 3, 2017 47 6-02.3(2) Proportioning Materials 48 In the sixth paragraph, the referenceito "Section 9-01.2(4)" is revised to read "9-01.2(1)6". 49 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 6-02.3(2)A Contractor Mix Design 2 The following new sentence is inserted after the first sentence of the third paragraph: 3 4 The mix design submittal shall also include test results no older than one year showing 5 that the Aggregates do not contain Deleterious Substances in accordance with Section 6 9-03. 7 8 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 9 The following new sentence is inserted after the second sentence of the last paragraph: 10 11 Mix designs using shrinkage reducing admixture shall state the specific quantity 12 required. 13 14 The following new sentence is inserted before the last sentence of the last paragraph: 15 16 Testing samples of mixes using shrinkage reducing admixture shall use the admixture 17 amount specified in the mix design submittal. 18 19 6-02.3(2)6 Commercial Concrete 20 The last sentence of the first paragraph is revised to read: 21 22 Commercial concrete does not require mix design or source approvals for cement, 23 aggregate, and other admixtures. 24 25 6-02.3(6)A1 Hot Weather Protection ^' 26 This section is revised to read: 27 28 The Contractor shall provide concrete within the specified temperature limits. Cooling of 29 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 30 content is monitored and the mixing water is adjusted for the free water in the 31 aggregate. Shading or cooling aggregate piles (sprinkling of fine aggregate piles with 32 water is not allowed). If sprinkling of the coarse aggregates is to be used, the piles 33 moisture content shall be monitored and the mixing water adjusted for the free water in 34 the aggregate. In addition, when removing the coarse aggregate, it shall be removed 35 from at least 1 foot above the bottom of the pile. Refrigerating mixing water; or replacing 36 all or part of the mixing water with crushed ice, provided the ice is completely melted by 37 placing time. 38 39 If air temperature exceeds 90°F, the Contractor shall use water spray or other accepted 40 methods to cool all concrete-contact surfaces to less than 90°F. These surfaces include 41 forms, reinforcing steel, steel beam flanges, and any others that. touch the mix. 42 43 6-02.3(6)A2 Cold Weather Protection 44 This section is revised to read: 45 46 Concrete shall be maintained at or above a temperature of 40°F during the first seven 47 days of the Cold Weather Protection Period and at or above a temperature of 35°F 48 during the remainder of the Cold Weather Protection Period. Cold weather protection 49 requirements do not apply to concrete placed below the ground line. 50 51 Prior to placing concrete in cold weather, the Contractor shall submit a Type 2 Working 52 Drawing with a written procedure for cold weather concreting. The procedure shall detail AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 how the Contractor will adequately cure the concrete and prevent the concrete temperature from falling below the minimum temperature. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Concrete placement will only be allowed if the Contractors cold weather protection plan has been accepted by the Engineer. Prior to concrete placement, the Contractor shall review the 7 -day temperature predictions for thejob site from the Western Region Headquarters of the National Weather Service (www.wrh.noaa.gov). When temperatures below 35°F are predicted, the Contractor shall: Install temperature data loggers in each concrete pour. One data logger shall be installed for every 100 yards of concrete placed. Data loggers shall be installed at locations directed by the Engineer, and shall be placed 1.5 inches from the face of concrete. 2. Immediately after concrete placement, temperature data loggers shall be installed on the concrete surface at locations directed by the Engineer. One data logger shall be installed for every 100 yards of concrete placed. The data loggers shall be operated continuously during the Cold Weather Protection Period. Temperatures shall be measured, recorded and stored a minimum of every 30 minutes. Temperature date shall be submitted to the Engineer as a Type 1 Working Drawing within three days following the end of the Cold Weather Protection Period. If the concrete temperature falls below 40°F during the first seven days of the Cold Weather Protection Period, no curing time is awarded for that day and the Cold Weather Protection Period is extended for one additional day. If the concrete temperature falls below 35°F during,:' Cold Weather Protection Period, the concrete ;may be rejected by the Engineer. 6-02.3(17)K Concrete Forms on Steel Spans In the last paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 6-02.3(17)N Removal of Falsework and Forms The fifth paragraph is deleted. 6-02.3(25)) Horizontal Alignment The first paragraph (up� until the colon) is revised to read: The Contractor shall check and record the horizontal alignment (sweep) of each girder at the following times: The second and third paragraphs are revised to read: Horizontal alignment of the top and bottorn flanges shall be checked and recorded. Alternatively, the Contractor may check and record the horizontal alignment of the web near mid -height of1he girder. Each check shall be made by measuring the maximum offset .at mid -span relative to a chord that starts and stops at the girder ends. The Contractor shall check and record the alignment at a time when the girder is not influenced by temporary differences in surface temperature. Records for the initial check AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 I] e AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 (item 1 above) shall be included in the Contractor's prestressed concrete certificate of 2 compliance. Records for all other checks shall be submitted as a Type 1 Working I 3 Drawing. 4 5 Immediately after the girder is removed from the casting bed, the alignment shall not be pi 6 offset more than '/8 inch for each 10 feet of girder length. Any girder that exceeds an 7 offset of 1/8 inch for each 10 feet of girder length shall be corrected at the job site to the 8 9 % inch maximum offset per 10 feet of girder length before concrete is placed into the diaphragms. 10 11 6-02.3(25)0 Girder to Girder Connections 12 The first sentence of item number 2 in the second paragraph is revised to read: 13 14 Intermediate diaphragms shall be placed and weld ties shall be welded in accordance 15 with Section 6-03.3(25): ' 16 17 6-02.3(26)D2 Test Block Dimensions 18 The first sentence is revised to read: 19 20 The dimensions of the test block perpendicular to the tendon in each direction shall be 21 the smaller of twice the minimum edge distance or the minimum spacing specified by 22 the special anchorage device manufacturer, with the stipulation that the concrete cover 23 over any confining reinforcing steel or supplementary skin reinforcement shall be 24 appropriate for the project -specific application and circumstances. 25 26 6-02.3(26)E2 Ducts for External Exposed Installation 27 . 28 In the first paragraph, "ASTM D3350" is revised to read "ASTM D3035". 29 In the fourth paragraph, "ASTM D3505" is revised to read "ASTM D3035". 30 31 6-02.3(26)G Tensioning 32 Item number 1 of the second paragraph is revised to read: 33 34 1. All concrete has reached a compressive strength of at least 4,000 psi or the 35 strength specified in the Plans. When tensioning takes place prior to 28 -day 36 compressive strength testing on concrete sampled in accordance with Section 6- 37 02.3(25)H, compressive strength shall be verified on field cured cylinders in 38 accordance with the FOP for AASHTO T23. 39 40 6-02.3(27)A Use of Self -Consolidating Concrete for Precast Units 41 Item number 2 of the first paragraph is revised to read: 42 43 2. Precast reinforced concrete three -sided structures, box culverts and split box 44 culverts in accordance with Section 7-02.3(6). 45 I] e AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 6-03.AP6 2 Section 6-03, Steel Structures 3 January 3, 2017 4 6-03.3(33) Bolted Connections 5 In this section, "AASHTO M253" is revised to read "ASTM F3125 Grade A490", "ASTM 6 F1852" is revised to read "ASTM F3125 Grade F1852", and "ASTM A325" is revised to read 7 "ASTM F3125 Grade A325". 8 9 In the headings of Table 3, "A 325' is revised to read "ASTM F3125 Grade A325". 10 11 In the headings of Table 3, "M 253" is revised to read "ASTM F3125 Grade A490". 12 13 6-05.AP6 14 Section 6-05, Piling 15 August 1, 2016 16 In this section, the words "capacity" and "capacities" are replaced with "resistance" and 17 "resistances", respectively. 18 19 6-05.3(1) Piling Terms 20 The third paragraph is revised to read: 21 22 Overdriving -- Over -driving of piles occurs when the ultimate bearing resistance 23 calculated from the equation in Section 6-05.3(12), or the wave equation driving criteria 24 if applicable, exceeds the ultimate bearing resistance required in the Contract in order to 25 reach the minimum tip elevations specified in the Contract, or as required by the 26 Engineer. 27 28 The first sentence of the last paragraph is revised to read: 29 30 Minimum Tip Elevation — The minimum tip elevation is the elevation to which the pile 31 tip shall'be driven.' 32 33 6-05.3(3)A Casting and Stressing 34 The last sentence of the third paragraph is revised to read: 35 36 If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to 37 rejection by the Engineer. 38 39 6-05.3(5) Manufacture of Steel Piles 40 This section is supplemented with the following new paragraph: 41 42 At least 14 -days prior to the start of production of the piling, the Contractor shall advise 43 the Engineer of the production s',chedule. The Contractor shall give the Inspector safe 44 and free access to the Work. If the Inspector observes any nonspecification Work or 45 unacceptable quality control practices, the Inspector will advise the plant manager. If the 46 corrective action is not acceptable to the Engineer, the piling(s) will be subject to 47 rejection by the Engineer. ' AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 4 2 6-05.3(9)A Pile Driving Equipment Approval 3 The first sentence of the second paragraph is revised to read: 4 5 The Contractor shall submit Type 2E Working Drawings consisting of a wave equation 6 analysis for all pile driving systems used to drive piling with required maximum driving 7 resistances of greater than 300 tons. 8 9 6-07.AP6 10 Section 6-07, Painting 11 August 1, 2016 12 6-07.3(10)A Containment 13 The first sentence of the fourth paragraph is replaced with the following two new sentences: 14 15 The containment system shall ensure no discharge into waters of the state. When there 16 is no threat to discharging to the waters of the state, emissions shall not exceed the 17 Level 2 Emissions standard in SSPC Technology Guide No. 6, Section 5.5, and 18 assessed by Method A, Visible Emissions. 19 20 6-07.3(10)F Collecting, Testing, and Disposal of Containment Waste 21 The third, fourth and fifth paragraphs are deleted and replaced with the following two new 22 paragraphs: 23 24 Containment waste is defined as all paint chips and debris removed from the steel 25 surface and all abrasive blast media, as contained by the containment system. After all 26 waste from the containment system has been collected, the Contractor shall collect 27 representative samples of the components that field screening indicates are lead - 28 contaminated material. The Contractor shall collect at least one representative sample 29 from each container. The Contractor may choose to collect a composite sample of each 30 container, but the composite sample must consist of several collection points (a 31 minimum of 3 random samples) that are representative of the entire contents of the 32 container and representative of the characteristics of the type of waste in the container. 33 In accordance with WAC 173-303-040, a representative sample means "a sample 34 which can be expected to exhibit the average properties of the sample source." 35 36 The debris shall be tested for metals using the Toxicity Characteristics Leaching 37 Procedure (TCLP) and EPA Methods 1311 and 6010. At a minimum, the materials 38 should be analyzed for the Resource Conservation and Recovery Act (RCRA) 8 Metals 39 (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver). Pursuant 40 to the Dangerous Waste (DW.) Regulations Chapter 173-303-90(8)(c) WAC, "Any waste 41 that contains contaminants which occur at concentrations at or above the DW threshold 42 must be designated as DW." All material within each individual container or 43 containment system that designates as DW shall be disposed of at a legally permitted 44 Subtitle C Hazardous Waste Landfill. All material within each individual container or 45 containment system that designate below the DW threshold, will be designated as 46 "Solid Waste" and shall be disposed of at a legally permitted Subtitle D Landfill. 47 Disposal shall be in accordance with WAC 173-303 for waste designated "Dangerous 48 Waste" and pursuant to WAC 173-350 for waste designated as "Solid Waste". 49 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 E 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6-08.AP6 Section 6-08, Waterproofing January 3, 2017 This section and all subsections, including title, is revised to read: 6-08 Bituminous Surfacing on Structure Decks 6-08.1 Description This Work consists of removing and placing Hot Mix Asphalt (HMA) or Bituminous Surface Treatment (BST) directly on' or over a Structure. This Work also includes performing concrete bridge'deck repair, applying waterproofing membrane, and sealing paving joints. 6-08.2 Materials Materials shall meet the requirements of the following sections: Bituminous Surface Treatment 5-02.2 Hot Mix Asphalt 5-04.2 Joint Sealants 9-04.2 Closed Cell Foam Backer Rod 9-04.2(3)A Waterproofing Membrane (Deck Seal) 9-11 Bridge Deck Repair Material, 9-20.5 6-08.3 Construction Requirements 6-08.3(1)11` Definitions Adjusted Removal Depth — the Bituminous Pavement removal depth specified by the Engineer to supersede the Design Removal Depth after review of the Contractor surveylof the existing Bituminous Pavement grade profile. Bituminous Pavement — the surfacing material containing an asphalt binder. Design Removal Depth — the value shown in the "pavement schedule" or elsewhere in the Plans;�to indicate the design thickness of Bituminous Pavement to be removed. , Final Grade Profile — the compacted finished grade surface of completed Bituminous Pavement surfacing consisting of a vertical profile and superelevation cross -slope, developed by the Engineer'for Grade Controlled Structure. Decks based on the Contractor survey. Grade Controlled — a Structure Deck requiring restriction of Bituminous Pavement work, including restriction of pavement removal methods and restriction of overlay pavement thicknesses. Structure Deck — the bridge deck (concrete or timber), bridge approach slab, top of concrete box culvert, or other concrete surfaces over or upon which existing Bituminous Pavement is removed and new Bituminous Pavement is. applied. �r AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 I� AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK �� Revised: 1/17/17 1 6-08.3(2) Contractor Survey for Grade Controlled Structure Decks 2 Prior to removing existing Bituminous Pavement from a Grade Controlled 3 Structure Deck, the Contractor shall complete a survey of the existing surface 4 for use in establishing the existing cross section and grade profile elevations. 5 When removal of Bituminous Pavement is to be achieved by rotary 6 milling/planing, the Contractor's survey shall also include the depths of the 7 existing surfacing at each survey point. 8 9 The Contractor is responsible for all calculations, surveying, installation of 10 control points, and measuring required for setting, maintaining and resetting 11 12 equipment and materials necessary for the construction of the overlay to the Final Grade Profile. 13 14 6-08.3(2)A Survey Requirements 15 The Contractor shall establish at least two primary survey control points 16 for controlling actual Bituminous Pavement removal depth and the Final 17 Grade Profile. Horizontal control shall be by station and offset which shall 18 be tied to either the Roadway centerline or the Structure centerline. �I 19 Vertical control may be an assumed datum established by the Contractor. 20 21 22 Primary control points shall be described by station or milepost and offset on the baseline selected by the Contractor. The Contractor may expand 23 the survey control information to include secondary horizontal and vertical 24 control points as needed for the project. 25 26 Survey information collected shall include station or milepost, offset, and 27 elevation for each lane line and curb line. Survey information shall be 28 collected at even 20 foot station intervals, and along the centerline of each t�- 29 bridge expansion joint. The survey shall extend 300'-0" beyond the bridge 30 back of pavement seat or end of Structure Deck. The survey information 31 shall include the top of Bituminous Pavement elevation and, when rotary 32 milling/planing equipment is used, the corresponding depth of Bituminous 33 Pavement to the Structure Deck. The Contractor shall ensure a surveying 34 35 accuracy to within ± 0.01 feet for vertical control and ± 0.2 feet for horizontal control. 36 37 Voids in HMA created by the Contractor's Bituminous Pavement depth 38 measurements shall be filled by material conforming to Section 9-20 or 39 another material acceptable to the Engineer. 40 41 6-08.3(2)B Survey Submittal 42 The Contractor's survey records shall include descriptions of all survey 43 control points including station/milepost, offset, and elevations of all 44 secondary control points. The Contractor shall maintain survey records of �. 45 sufficient detail to allow the survey to be reproduced. The Contractor shall 46 submit a Type 2 Working Drawing consisting of the compiled survey 47 48 records and information. Survey data shall be submitted as an electronic file in Microsoft Excel format. 49 50 6-08.3(2)C Final Grade Profile and Adjusted Removal Depth D 51 Based on the results of the survey, the Engineer may develop a Final 52 Grade Profile and Adjusted Removal Depth. If they are developed, the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK �� Revised: 1/17/17 1 Final Grade Profile and Adjusted Removal Depth will be provided to the 2 Contractor within three working days after receiving the Contractor's 3 survey information. When provided, the Adjusted Removal Depth 4 supersedes the Design Removal Depth to become the Bituminous 5 Pavement removal depth for that Structure Deck. 6 7 6-08.3(3) General Bituminous Pavement Removal Requirements 8 The Contractor shall remove Bituminous Pavement and associated deck repair 9 material from Structure Decks to the horizontal limits shown in the Plans and to 10 either the specified or adjusted Bituminous Pavement removal depth as 11 applicable. 12 13 Removal!of Bituminous Pavement within 12 -inches of existing permanent 14 features that limit the reach of the machine or the edge of the following items 15 shall be by hand or byhand operated (nominal 30 -pounds class) power tools: 16 existing bridge expansion joint headers; steel expansion joint assemblies; 17 concrete�butt joints between back of pavement seats and bridge approach 18 slabs, bridge drain assemblies; thrie beam post steel anchorage assemblies 19 fastened!to the side o(top of the Structure Deck. 20 21 When removing Bituminous Pavement with a planer, Section 5-04.3(14) shall 22 apply. If the planer contacts the Structure Deck in excess of the specified 23 planing depth tolerance, or contacts steel reinforcing bars at any time, the 24 Contractor shall immediately cease planing operations and notify the Engineer. 25 Planing operations shall not resume until completion of the appropriate 26 adjustments to the planing machine and receiving the Engineer's concurrence 27 to resume. 28 29 6-08.3(4) Partial Depth Removal of Bituminous Pavement from Structure 30 Decks 31 The depth of surfacingGremoval, as measured to the bottom of the lowest 32 milling groove generated by the rotary milling/planing machine shall be +0.01, - 33 0.02••feet!of the specified or Adjusted Removal Depth as applicable. 34 35 6-08.3(5); Full Depth Removal of Bituminous Pavement from Structure 36 Decks 37 6-083(5)A Method of Removal 38 The Contractor shall perform full depth removal by a method that does nut 39 damage or remove the Structure Deck in excess of the specified 40 Bituminous Pavement removal tolerance. The Contractor shall submit a 41 Type 2 Working Drawing consisting of the proposed methods and 42 equipment to be used for full depth removal. 43 44 6-081,3(5)6 Planer Requirements for Full Depth Removal 45 The final planed surface shall have a finished surface with a tolerance of 46 +0.01, -0.02 feet within the planed surface profile, as measured from a 10- 47 foot straight edge.; Multiple passes of planing to achieve smoothness will 48 not be allowed. 49 50 In addition to Section 6-08.3(3), the planing equipment shall conform to 51 the following additional requirements: 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1. The cutting tooth spacing on the rotary milling head shall be less 2 than or equal to 1/4 inch. 1 3 4 2. The rotary milling/planing machine shall have cutting teeth that 5 leave a uniform plane surface at all times. All teeth on the mill 6 head shall be kept at a maximum differential tolerance of %-inch 7 between the shortest and longest tooth, as measured by a 8 straight edge placed the full width of the rotary milling head. 9 10 3. Cutting tips shall be replaced when 30 percent of the total length 11 of the cutting tip material remains. 12 13 Prior to each day's Bituminous Pavement removal operations, the 14 Contractor shall confirm to the satisfaction of the Engineer that the rotary 15 head cutting teeth are within the specified tolerances. 16 17 6-08.3(5)C Structure Deck Cleanup after Bituminous Pavement 18 19 Removal Waterproofing membrane that is loose or otherwise not firmly bonded to 20 the Structure Deck shall be removed as an incidental component of the 21 22 Work of surfacing removal. Existing waterproofing membrane bonded to the Structure Deck need not be removed. _ 23 24 6-08.3(6) Repair of Damage due to Bituminous Pavement Removal 25 Operations 26 All concrete bridge deck, pavement seat, and steel reinforcing bar damage due 27 to the Contractor's surfacing removal operations shall be repaired by the 28 Contractor in accordance with Section 1-07.13, and as specified below. 29 30 Damaged concrete in excess of the specified Bituminous Pavement removal �j 31 32 tolerance shall be repaired in accordance with Section 6-08.3(7), with the bridge deck repair material placed to the level of the surrounding bridge deck 33 and parallel to the final grade paving profile. 34 ` 35 Damaged steel reinforcing bar shall be repaired as follows: 36 37 1. Damage to steel reinforcing bar resulting in a section loss less than 38 20 -percent of the bar with no damage to the surrounding concrete 39 shall be left in place and shall be repaired by removing the concrete 40 to a depth %-inches around the top steel reinforcing bar and placing 41 bridge deck repair material accepted by the Engineer to the level of 42 the bridge deck and parallel to the final grade paving profile. 43 44 2. Damage to steel reinforcing bar resulting in a section loss of 20- 45 percent or more in one location, bars partially or completely removed 46 from the bridge deck, or where there is a lack of bond to the concrete, 47 shall be repaired by removing the adjacent concrete and splicing a 48 new bar of the same size. Concrete shall be removed to provide a %- 49 inch minimum clearance around the bars. The splice bars shall 50 extend a minimum of 40 bar diameters beyond each end of the 51 damage. 52 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6-08.3(7) Concrete Deck Repair This Work consists of repairing the concrete deck after Bituminous Pavement has, been removed. 6-08.3(7)A Concrete Deck Preparation The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the extent of bridge deck repair in accordance with Section 6-09.3(6),;except item 4 in Section 6-09.3(6) does not apply. Areas of Structure Deck left with existing well bonded waterproof membrane after full depth Bituminous Pavement removal are exempt from this inspection requirement. All loose and unsound concrete within the repair area shall be removed with jackhammers;or chipping hammers no more forceful than the nominal 30 pounds class, or other mechanical means acceptable to the Engineer, and operated at angles less than 45 degrees as measured from the surface of the deck to the tool. If unsound concrete exists around the existing steel reinforcing bars, or if the bond between concrete and steel reinforcing bar is broken, the Contractor shall remove the concrete to provide a % inch minimum clearance to the bar. The Contractor shall take care to prevent damage to the existing steel reinforcing bars and concrete to remain. After removing sufficient concrete to establish the limits of the repair area, the Contractor shall make % inch deep vertical saw cuts and maintain square edges at the boundaries of the repair area. The exposed steel reinforcing bars and concrete in the repair area shall be abrasive blasted and blown clean just prior to placing the bridge deck repair material. 6-08.3(7)B Ultra -Low Viscosity, Two -Part Liquid, Polyurethane -Hybrid Polymer Concrete The ultra-low viscosity, two --part liquid, polyurethane -hybrid polyrner concrete shall be mixed in accordance with the manufacturer's recommendations: Aggregate shall conform to the gradation limit requirements recommended by the manufacturer. The aggregate and the ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete shall be applied to the repair areas in accordance with the sequence and procedure recommended by the manufacturer. { All repairs shall bei float finished flush with the surrounding surface within a tolerance of/a inch of a straight edge placed across the full width and breadth of the repair area. h 6-08.3(7)C Pre -Packaged Cement Based Repair Mortar The Contractor shall mix the pre-packaged cement based repair- mortar using equipment, materials;and proportions, batch sizes, and process as recommended by the manufacturer. i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 All repairs shall be float finished flush with the surrounding surface within a 2 tolerance of/a inch of a straight edge placed across the full width and 3 breadth of the repair area. 4 5 6-08.3(7)D Cure 6 All bridge deck repair areas shall be cured in accordance with the 7 manufacturer's recommendations and attain'a minimum compressive 8 strength of 2,500 psi before allowing vehicular and foot traffic on the repair 9 and placing waterproofing membrane on the bridge deck over the repair. 10 11 6-08.3(8) Waterproof Membrane for Structure Decks 12 This work consists of furnishing and placing a waterproof sheet membrane 13 system over a prepared Structure Deck prior to placing an HMA overlay. The 14 waterproof membrane system shall consist of a sheet membrane adhered to 15 the Structure Deck with a primer. 16 17 The Contractor shall comply with all membrane manufacturer's installation 18 recommendations. 19 20 6-08.3(8)A Structure Deck Preparation 21 The Structure Deck and ambient air temperatures shall be above 50°F 22 and the Structure Deck shall be surface -dry at the time of the application 23 of the primer and membrane. 24 25 All areas of a Structure Deck that have fresh cast bridge deck concrete 26 less than 28 days old (not including bridge deck repair concrete placed in 27 accordance with Section 6-08.3(7)) shall cure for a period of time 28 recommended by the membrane manufacturer, or as specified by the 29 Engineer, before application of the membrane. 30 31 The entire Structure Deck and the sides of the curb and expansion joint 32 headers to the height of the HMA overlay shall.be free of all foreign 33 material such as dirt, grease, etc. Prior to applying the primer or sheet 34 membrane, all dust and loose material shall be removed from the 35 Structure Deck with compressed air. All surface defects such as spalled 36 areas, cracks, protrusions, holes, sharp edges, ridges, etc., and other 37 surface imperfections greater than '/4 inch in width shall be corrected prior 38 to application of the membrane. 39 40 6-08.3(8)B Applying Primer 41 The primer shall be applied to the cleaned deck surfaces at the rate 42 according to the procedure recommended by the membrane 43 manufacturer. All surfaces to be covered by the membrane shall be 44 thoroughly and uniformly coated with primer. Structure Deck areas left 45 with existing well bonded waterproof membrane after bituminous surfacing 46 removal shall receive an application of primer in accordance with the 47 membrane manufacturer's recommendations. Precautionary measures 48 shall be taken to ensure that pools and thick layers of primer are not left 49 on the deck surface. The membrane shall not be applied until the primer 50 has cured or volatile material has substantially dissipated, in accordance 51 with the membrane manufacturer's recommendations. 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The primer and waterproof membrane shall extend from the bridge deck up onto the curb face and expansion joint header face the thickness of the HMA overlay. The'�membrane shall adhere to the vertical surface. 6-08.3(8)C Placing Waterproof Membrane Membrane application shalt/ begin at the low point on the deck, and continue in a lapped shingle pattern. The overlap shall be a minimum ofe six inches or greatr if recommended by the membrane manufacturer. Membrane seams shall be sealed as recommended by the membrane manufacturer. Hand rollers or similar tools shall be used on the applied membrane to assure firm and uniform contact with the primed Structure surfaces. The fabric shall be neatly cut and contoured at all expansion joints and drains. The cuts at bridge drains shall be two right angle cuts made to the inside diameter of jthe bridge deck drain outlet, after which the corners of the waterproof membrane shall be turned down into the drains and laid in a coating of primer. 6-08.3(8)D Membrane Repair and Protection The waterproof membrane will be visually inspected by the Engineer for uniformity, tears, punctures, bonding, bubbles, wrinkles, voids and other defects. All such deficiencies shall be repaired in accordance with the membrane manufacturer's recommendations prior to placement of the HMA overlay. The membrane m operations in acct recommendations actual waterproofi rest on the membl windrows is not al terial shall be protected from damage due to the paving dance with the membrane manufacturer's No traffic or equipment except that required for the g and paving operations will be permitted to travel or Ine until it is covered by the HMA overlay. The use of )wed for laydown of HMA on a membrane. Where waterproofing membrane is placed in stages or applied at different times, a strip of temporary paper shall be used to protect the membrane overlap from the HMA hand removal methods. _ 6-08.3(9) Placing Bituminous Pavement on Structure Decks HMA overlay shall be applied on Grade.Controlled Structure Decks using reference lines for vertical control in accordance with Section 5-04.3(3)C. The compacted elevati4On of the HMA overlay on Structure Decks shall be within ± 0.02 feet of the specified overlay thickness or Final Grade Profile as applicable. Deviationskfrom the final grade paving profile in excess of the specified tolerance and areas of non -conforming surface smoothness shall be corrected in accordance with Section 5-04.3(13). M Final grade Roadway transitions to a Structure Deck with Bituminous Pavement shall not exceed a 0.20 percent change in grade in accordance with the bridge deck transition for HMA overlay. Standard Plan, unless shown otherwise in the Plans.1 1�. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 Final grade compacted. HMA elevations shall be higher than an adjacent 2 concrete edge by 1/4 inch ±'/s inch at all expansion joint headers and concrete 3 butt joints as shown in the concrete to asphalt butt joint details of the bridge 4 paving joint seals Standard Plan. This also applies to steel edges within the 5 6 limits of the overlay such as bridge drain frames and steel joint riser bars at bridge expansion joints. 7 8 6-08.3(9)A Protection of Structure Attachments and Embedments 9 The Contractor is responsible for protecting all Structure attachments and 10 embedments from the application of BST and HMA. 11 12 Drainage inlets that are to remain open, and expansion joints, shall be 13 cleaned out immediately after paving is completed. Materials passing 14 through expansion points shall be removed from the bridge within 10 15 working days. 16 17 All costs incurred by the Contractor in protective measures and clean up 18 19 shall be included in the unit Contract prices for the associated Bid items of Work. 20 21 6-08.3(10) HMA Compaction on Structure Decks 22 Compaction of HMA on Structure Decks shall be in accordance with Section 5- 23 04.3(10). 24 25 Work rejected in accordance with Section 5-04.3(11) shall include the 26 materials, work, and incidentals to repair an existing waterproof membrane 27 damaged by the removal of the rejected work. 28 29 6-08.3(11) Paved Panel Joint Seals and HMA Sawcut and Seal - 30 Bridge paving joint seals shall be installed in accordance with Section 5- 31 04.3(12)B and the details shown in the Plans and Standard Plans. 32 33 When concrete joints are exposed after removal of Bituminous Pavement, the 34 joints shall be cleaned and sealed in accordance with Section 5-01.3(8) and 35 the paved panel joint seal details of the bridge paving joint seals Standard 36 Plan, including placement of the closed cell backer rod at the base of the 37 cleaned joint. If waterproofing membrane is required, the membrane shall be 38 slack or folded at the concrete joint to allow for Structure movements without 39 stress to the membrane. After placement of the HMA overlay, the second _ 40 phase of the paved panel joint seal shall be completed by sawing the HMA and 41 42 sealing the sawn joint in accordance with Section 5-04.3(12)B2. 43 6-08.4 Measurement 44 Removing existing Bituminous Pavement from Structure Decks will be measured by 45 the square yard of Structure Deck surface area with removed overlay. 46 47 Bridge deck repair will be measured by the square foot surface area of deck 48 concrete removed with the measurement taken at the plane of the top mat of steel 49 .reinforcing bars. 50 51 Waterproof membrane will be measured by the square yard surface area of 52 Structure Deck and curb and header surface area covered by membrane. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 6-08.5 Payment 3 Payment will be made for each of the following Bid items when they are included in 4 the Proposal: 5 6 "Structure Surveying", lump sum. 7 8 "Removing Existing Overlay From Bridge Deck_", per square yard. 9 The unit Contract price per square yard for "Removing Existing Overlay From 10 Bridge Deck ", shall be full pay for performing the Work as specified for full 11 removal of Bitumin ous':�Pave ment on Structure Decks, including the removal of 12 existing waterproof membrane and disposing of materials. 13 14 "Bridge Deck Repair Br. No._", per square foot. 15 The unit Contract price per square foot for "Bridge Deck Repair Br: No. " 16 shall be full pay for performing the Work as specified, including removing and 17 disposing of the concrete within the repair area and furnishing, placing, 18 finishing, and curing the repair concrete. 19 20 "Waterproof Membrane Br. No.__", per square yard. 21 The unit Contract price' per square yard for "Waterproof Membrane Br. No. 22 shall be full pay for performing the Work as specified, including repairing any 23 damaged or defective waterproofing membrane and repair of damaged HMA 24 overlay. 25 26 6-09.AP6 27 Section 6-09, Modified Concrete Overlays 28 April 4, 2016 29 6-09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified 30 Concrete Overlays 31 The first sentence of the first paragraph is revised to read the following two new sentences: 32 33 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 34 accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor 35 has turned over the concrete fo1]f acceptance testing: Concrete samples for testing shall 36 be supplied to the Engineer in accordance with Section 6-02.3(5)E. 37 38 The last paragraph is deleted. 39 40 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays 41 The first two paragraphs are deleted: and replaced with the following: 42 43 The Engineer will perform slump, temperature, and entrained air tests for acceptance in 44 accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor 45 has turned over the concrete for acceptance testing. The Engineer will perform testing 46 as the concrete is being placed.` Samples shall be taken on the first charge through 47 each mobile'mixer and every other charge thereafter. The sample shall be taken after 48 the first 2 minutes of continuous mixer operation. Concrete samples for testing shall be 49 supplied to the Engineer in accordance with Section "6-02.3(5)E. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The second to last sentence of the last paragraph is revised to read: Recommendations made by the technical representative on or off the jobsite shall be adhered to by the Contractor. 6-10.AP6 Section 6-10, Concrete Barrier August 1, 2016 6-10.3(5) Temporary Concrete Barrier This section title is revised to read: Temporary Barrier The first paragraph is revised to read: For temporary barrier, the Contractor may use precast concrete barrier or temporary steel barrier. Temporary concrete barrier shall comply with Standard Plan requirements and cross-sectional dimensions, except that: (1) it may be made in other lengths than those shown in the Standard Plan, and (2) it may have permanent lifting holes no larger than 4 inches in diameter or lifting loops. Temporary steel barrier shall be certified that it meets NCHRP 350 or MASH crash test requirements and shall be installed in accordance with the manufacturer's recommendations. 6-10.4 Measurement The first sentence of the second paragraph is revised to read: Temporary barrier will be measured by the linear foot along the completed line and slope of the barrier, one time only for each setup of barrier protected area. 6-10.5 Payment The Bid item "Temporary Conc. Barrier", per linear foot, and the paragraph following this Bid item, is revised to read: "Temporary Barrier", per linear foot. The unit Contract price per linear foot for "Temporary Barrier" shall be full pay for all costs, including furnishing, installing, connecting, anchoring, maintaining, temporary storage, and final removal of the temporary barrier. 6-12.AP6 Section 6-12, Noise Barrier Walls January 3, 2017 6-12.3(9) Access Doors and Concrete Landing Pads The first sentence of the last paragraph is revised to read: The Contractor shall construct concrete landing pads for each access door location as shown in the Plans. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 6-12.5 Payment 3 In the paragraph following the bid item "Noise Barrier Wall Access Door", per each, 4 "concrete landing pad" is revised to read "concrete landing pads". 5 6 6-14.AP6 7 Section 6-14, Geosynthetic Retaining Walls 8 January 3, 2017 9 6-14.3(2) Submittals 10 The first sentence of the first paragraph is revised to read: 11 12 The Contractor shall submit Type 2E Working Drawings consisting of detailed plans for 13 each wall. 14 15 6-14.5 Payment 16 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid 17 item are revised to read: 18 19 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. 20 21 All costs in connection with constructing the concrete fascia panels as specified shall be 22 included in the unit Contract price per square foot for "Concrete Fascia Panel For 23 Geosynthetic Wall", including allj steel reinforcing bars, premolded joint filler, 24 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface 25 finish, and pigmented sealer (when specified), constructing and placing the concrete 26 footing, edge beam, anchor beam, anchor rod assembly, and backfill. 27 28 6-19.AP6 29 Section 6-19, Shafts 30 January 3, 2017 31 6-19.3 Construction Requirements 32 This section is supplemented with the following new subsection: 33 34 6-19.3(10) Engineer's Final Acceptance of Shafts 35 The Engineer will determine final acceptance of each shaft, based on the 36 nondestructive QA test results and analysis for the tested shafts, and will provide a 37 response to the Contractor within 3 working days after receiving the test results and 38 analysis submittal. 39 40 6-19.3(1)6 Nondestructive Testing of Shafts 41 This section's content is deleted and' replaced with the following new subsections: 42 43 6-19.3(1)61 'Nondestructive Quality Assurance (QA) Testing of Shafts 44 Unless otherwise specified in the Special Provisions, the Contractor shall perform 45 nondestructive QA testing of shafts, except for those constructed completely in the dry. 46 Either crosshole sonic log (CSL) testing in accordance with ASTM D 6760 or thermal 47 integrity profiling (TIP) testing in'f accordance with ASTM D 7949 shall be used. r AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1!17/17 1 2 6-19.3(1)B2 Nondestructive Quality Verification (QV) Testing of Shafts 3 The Contracting Agency may perform QV nondestructive testing of shafts that have 4 been QA tested by the Contractor. The Contracting Agency may test up to ten percent 5 of the shafts. The Engineer will identify the shafts selected for QV testing and the 6 testing method the Contracting Agency will use. 7 8 The Contractor shall accommodate the Contracting Agency's nondestructive testing. 9 10 6-19.3(2) Shaft Construction Submittal 11 This section is revised to read: 12 13 The shaft construction submittal shall be comprised of the following four components: 14 construction experience; shaft installation narrative; shaft slurry technical assistance; 15 and nondestructive QA testing personnel. The submittals shall be Type 2 Working 16 Drawings, except the shaft slurry technical assistance and nondestructive QA testing 17 personnel submittals shall be Type 1. 18 19 This section is supplemented with the following new subsection: 20 21 6-19.3(2)D Nondestructive QA Testing Organization and Personnel 22 The Contractor shall submit the names of the testing organizations, and the names of 23 the personnel who will conduct nondestructive QA testing of shafts. The submittal shall 24 include documentation that the qualifications specified below are satisfied. For TIP 25 testing, the testing organization is the group that performs the data analysis and 26 produces the final report. The testing organizations and the testing personnel shall meet 27 the following minimum qualifications: 28 29 1. The testing organization shall have performed nondestructive tests on a 30 minimum of three deep foundation projects in the last two years. 31 32 2. Personnel conducting the tests for the testing organization shall have a 33 minimum of one year experience in nondestructive testing and interpretation. 34 35 3. The experience requirements for the organization and personnel shall be 36 consistent with the testing methods the Contractor has selected for 37 nondestructive testing of shafts. 38 39 4. Personnel preparing test reports shall be a Professional Engineers, licensed 40 under Title 18 RCW, State of Washington, and in accordance with WAC 196- 41 23-020. 42 43 6-19.3(3) Shaft Excavation 44 The second paragraph is revised to read: 45 46 Shaft excavation shall not be started until the Contractor has received the Engineer's 47 acceptance for the reinforcing steel centralizers required when the casing is to be pulled 48 during concrete placement. 49 50 This section is supplemented with the following: 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 Except as otherwise noted, the Contractor shall not commence subsequent shaft 2 excavations until receiving the Engineer's acceptance of the first shaft, based on the 3 results and analysis of the nondestructive testing for the first shaft. The Contractor may 4 commence subsequent shaft excavations prior to receiving the Engineer's acceptance 5 of the first shaft, provided the following condition is satisfied: 6 7The Engineer permits continuing with shaft construction based on the Engineer's 8 observations of the construction of the first shaft, including, but not limited to, 9 conformance to the shaft installation narrative in accordance with Section 6- 10 19.3(2)6, and the Engineer`s review of Contractor's daily reports and Inspector's 11 daily logs concerning excavation, steel reinforcing bar placement, and concrete 12 placement. 13 14 6-19.3(5)6 Steel Reinforcing Bar Cage Centralizers 15 This section is supplemented with the following new sentence: 16 17 The Contractor shall furnish and install additional centralizers as required to maintain 18 the specified concrete cover throughout the length of the shaft. 19 20 6�19.3(5)C Concrete Cover Over Steel Reinforcing Bars 21 In the table, the second column (including heading) is revised to read: 22 Minimum Concrete Cover, and Concrete Cover Tolerance, Except at Permanent Slip Casing (Inches) 3,-11/2 4,-2 4,-2 6,-3 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The following new paragraph is inserted after the table: The concrete cover tolerances specified above apply to the concrete cover specified in the Plans, even if it exceeds thel minimum concrete cover. 6-19.3(6) Access Tubes for Crosshole Sonic Log (CSL) Testing This section title is revised to read: 6-19.3(6) Contractor Furnished Accessories for Nondestructive QA Testing This section is supplemented with the following three new subsections: 6-19.3(6)D Shafts Requiring Thermal Wire The Contractor shall furnish and install thermal wire in all shafts receiving the thermal wire method of TIP testing, except as otherwise noted in Section 6-19.3(1)B1. 6-19.3(6)E Thermal Wire and Thermal Access Points (TAPs) The thermal wire and associated couplers shall be obtained from the source specified in the Special Provisions. The Contractor shall securely attach the thermal wire to the interior of the reinforcement cage of the shaft in conformance with the supplier's instructions. At a minimum, one AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 thermal wire shall be furnished and installed for each foot of shaft diameter, rounded to 2 the nearest whole number, as shown in the Plans. The number of thermal wires for 3 shaft diameters specified as "X feet 6 inches" shall be rounded up to the next higher 4 whole number. The thermal wires shall be placed around the shaft, inside the spiral or 5 hoop reinforcement, and tied to the vertical reinforcement with plastic "zip" ties at a 6 maximum spacing of 2 -feet. Steel tie wire shall not be used. 7 8 9 The thermal wire shall be installed in straight alignment and taut, but with enough slack to not be damaged during reinforcing cage lofting. The wires shall be as near to parallel 10 to the vertical axis of the reinforcement cage as possible. The thermal wire shall extend 11 from the bottom of the reinforcement cage to the top of the shaft, with 15 -feet of slack 12 wire provided above the top of shaft. Care shall be taken to prevent damaging the 13 thermal wires during reinforcement cage installation and concrete placement operations 14 in the shaft excavation. 15 16 After completing shaft reinforcement cage fabrication at the site and prior to installation 17 of the cage into the shaft excavation, the Contractor shall install and connect thermal 18 access points (TAPS) to the thermal wires. The TAPS shall record data for at least one 19 hour after the cage is placed in the excavation to measure the slurry temperature and 20 enable the steel and slurry temperatures to equilibrate prior to placing concrete in the 21 22 shaft. The TAPS shall record and store data every 15 minutes. The TAPs shall remain active for a minimum of 36 hours. 23 24 Prior to beginning concrete placement the TAPs shall be checked to ensure they are 25 recording data and that the wires have not been damaged. If a TAP unit is not 26 .functioning due to a damaged wire, the Contractor shall repair or replace the wire. If a 27 TAP unit fails or a wire breaks after concrete placement has started, the Contractor 28 shall not stop the concrete placement operation to repair the wire. 29 30 6-19.3(6)F Use of Access Tubes for TIP Testing Under the Thermal Probe Method 31 The Contractor may use access tubes for TIP testing under the thermal probe method. 32 Access tubes shall be cared for in accordance with Section 6-19.3(6)C. Prior to TIP 33 testing under the thermal probe method, the water in each tube shall be removed, 34 35 collected, and stored in an insulated container. The access tube shall be blown dry and swabbed to remove residual water. After TIP testing, the collected and stored tube 36 water shall be introduced back into the access tube. New potable water may be used, 37 provided the water temperature is not more than 10°F cooler than the average concrete 38 temperature measured by the probe. 39 40 6-19.3(6)A Shafts Requiring CSL Access Tubes 41 This section, including.title, is revised to read: 42 43 6-19.3(6)A Shafts Requiring Access Tubes 44 The Contractor shall furnish and in access tubes in all shafts receiving CSL testing 45 or the thermal probe method of TIP testing, except as otherwise noted in Section 6- 46 19.3(1)B1. 47 48 6-19.3(6)6 Orientation and Assembly of the CSL Access Tubes 49 This section's title is revised to read: 50 51 6-19.3(6)B Orientation and Assembly of the Access Tubes 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-19.3(6)C Care for CSL Access Tubes from Erection through CSL Testing This section's title is revised to read:' 6-19.3(6)C Care for Access Tubes from Erection Through Nondestructive QA Testing The second sentence is revised to read: 4 The Contractor shall keep all of a shaft's access tubes full of water through the completion of nondestructive QA testing'of that shaft. 6-19.3(7)A Concrete Class for Shaft Concrete This section is revised to read: Shaft concrete shall be Class 5Q00P conforming to Section 6-02. 6-19.3(7)B Concrete Placement Requirements The last sentence of the last paragraph is revised to read: The Section 6-02.3(6) restrictionls for 5 feet maximum free fall shall not apply to placement of concrete into a shaft. 6-19.3(7)1 Requirements for Placing Concrete Above the Top of Shaft This section is revised to read: Concrete shall not be placed above the top.of shaft (for column splice zones, columns, footings, or shaft caps) until the Contractor receives the Engineer's acceptance of nondestructive QA.testing, if performed at that shaft, and acceptance of the shaft. 6-19.3(9) Nondestructive Testing of Shafts (Crosshole Sonic Log (CSL) Testing) This section, including title, is revised to read: 6-19.3(9) Nondestructive QA Testing of Shafts The Contractor shall provide nondestructive QA testing and analysis on all shafts with access tubes or thermal wires and TAPS facilitating the testing (See Section 6- 19.3(1)6). The testing and analysis shall be performed by the testing organizations identified by the Contractor's sukmittal in accordance with Section 6-19.3(2)D. The Engineer may direct that additional testing be performed at a shaft if anomalies or a soft bottom are detected by the Contractor's testing. If additional testing at a shaft confirms the presence of a defect(s) in the shaft, the testing costs and the delay costs resulting from the additional testing shall be borne by the Contractor in accordance with Section 1-05:6. If the additional testing indicates that the shaft has no defect, the testing costs and the delay costs resulting from the additional testing will be paid by the Contracting Agency in accordance with Section 1-05.6, and, if the shaft construction is on the critical path of the Contractor's schedule, a time extension equal to the delay created by the additional testing jwill be granted in accordance with Section 1-08.8. 6-19.3(9)A Schedule of CSL Testing This section, including title, is revised « to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 11 r 1 fl 1 1 1 1 1 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-19.3(9)A TIP Testing Using Thermal Probes or CSL Testing If selected as the nondestructive QA testing method by the Contractor, TIP testing using thermal probes, or CSL testing shall be performed after the shaft concrete has cured at least 96 hours. Additional curing time prior to testing may be required if the shaft concrete contains admixtures, such as set retarding admixture or water -reducing admixture, added in accordance with Section 6-02.3(3). The additional curing time prior to testing required under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1-08.8. 6-19.3(9)6 Inspection of CSL Access Tubes This section's title is revised to read: 6-19.3(9)B Inspection of Access Tubes 6-19.3(9)C Engineer's Final Acceptance of Shafts This section, including title, is revised to read: 6-19.3(9)C TIP Testing With Thermal Wires and TAPs If selected as the nondestructive QA testing method by the Contractor, TIP testing with thermal wires and TAPs (See Section 6-19.3(6)E) shall be performed. The TIP testing shall commence at the beginning of the concrete placement operation, recording temperature readings at 15 -minute intervals until the peak temperature is captured in the data. Additional curing time may be required if the shaft concrete contains admixtures, such as set retarding admixture or water -reducing admixture, added in accordance with Section 6-02.3(3). The additional curing time required under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1-08.8. TIP testing shall be conducted at all shafts in which thermal wires and TAPs have been installed for thermal wire analysis (Section 6-19.3(6)A). 6-19.3(9)D Requirements to Continue Shaft Excavation Prior to Acceptance of First Shaft This section, including title, is revised to read: 6-19.3(9)D Nondestructive QA Testing Results Submittal The Contractor shall submit the results and analysis of the nondestructive QA testing for each shaft tested. The Contractor shall submit the test results within three working days of testing. Results shall be a Type 1 Working Drawing presented in a written report. TIP reports shall include: A map or plot of the wire/tube location within the shaft and their position relative to a known and identifiable location, such as North. 2. Graphical displays of temperature measurements versus depth of each wire or tube for the analysis time selected, overall average temperature with depth, shaft radius or diameter with depth, concrete cover versus cage position with depth, and effective radius. 3. The report shall identify unusual temperatures, particularly significantly cooler local deviations from the overall average. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 4. The report shall identify the location and extent where satisfactory or 3 questionable concrete is identified. 4 5 a. Satisfactory (S) - 0 to 6% Effective Radius Reduction and Cover Criteria 6 Met 7 8 b. Questionable (Q) 7 Effective Local Radius Reduction > 6%, Effective Local 9 Average Diameter Reduction > 4%, or Cover Criteria Not Met 10 11 5. Variations in temperature between wire/tubes (at each depth) which in turn 12 correspond to variations in cage alignment. 13 14 6. Where shaft specific construction information is available (e.g. elevations of 15 the top of shaft, bottom of casing, bottom of shaft, etc.), these values shall be 16 noted on all pertinent graphical displays. 17 18 CSL reports shall include: 19 20 1. A map or plot of the tube location within the shaft and their position relative to 21 a known and identifiable location, such as North. 22 . 23 2. Graphical displays of CSL Energy versus Depth and CSL signal arrival time 24 versus depth or velocity versus depth. 25 26 3. The report shall.identify the location and extent where good, questionable, and 27 poor concrete is identified, where no signal was received, or where water is 28 present. 29 30 a. Good (G) - No signal distortion and decrease in signal velocity of 10% or 31 less is indicative of good quality concrete. 32 33 b. Questionable (Q) Minor signal distortion and a lower signal amplitude 34 with a decrease in signal velocity between 10% and 20%. 35 36 c. Poor (P) - Severe signal distortion and much lower signal amplitude with a 37 decrease in signal velocity of 20% or more. 38 39 d. No Signal (NS) - No signal was received. 40 41 e. Water (W) - A measured signal velocity of nominally V = 4,800 to 5,000 42 fps. 43 44 All QA test reports will provide a recommendation to accept the shaft as -is, 45 recommendation for further review by the Engineer, or will provide a plan for further 46 testing, investigation or repair to address any deficiencies identified by the testing. 47 48 6-19.3(9)E Additional CSL Testing 49 This section, including title, is revised to read: 50 51 6-19.3(9)E Vacant 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 6-19.3(9)1 Requirements for CSL Access Tubes and Cored Holes After CSL 2 Testing ' 3 This section's title is revised to�read: 4 5 6-19.3(9)1 Requirements for Access Tubes and Cored Holes After CSL Testing 6 7 6-19.4 Measurement 8 This section is revised to read: 9 10 Constructing shafts will be measured by the linear foot. The linear foot measurement 11 12 will be calculated using the top of shaft elevation and the bottom of shaft elevation for each shaft as shown in the Plans. - 13 14 Rock excavation for shaft, including haul, will be measured by the linear foot of shaft 15 excavated. The linear feet measurement will be computed using the top of the rock line, 16 defined as the highest bedrock point within the shaft diameter, and the bottom elevation 17 shown in the Plans. 18 19 QA shaft test will be measured once per shaft tested. 20 21 6-19.5 Payment 22 This section is revised to read: 23 24 25 Payment will be made for the following Bid items when they are included in the Proposal: 26 27 "Constructing_Diam. Shaft", per linear foot. 28 The unit Contract price per linear foot for "Constructing_Diam. Shaft" shall be full 29 pay for performing the Work as specified, including: 30 31 1. Soil excavation for shaft, including all costs in connection with furnishing, 32 mixing, placing, maintaining, containing, collecting, and disposing of all 33 mineral, synthetic and water slurry, and disposing of groundwater 34 collected by the excavated shaft. 35 36 2. Furnishing and placing temporary shaft casing, including temporary casing 37 in addition to the required casing specified in the Special Provisions, and 38 including all costs in connection with completely removing the casing after 39 completing shaft construction. 40 41 3. Furnishing permanent casing for shaft. 42 43' 4. Placing permanent casing for shaft. 44 45 5. Casing shoring, including all costs in connection with furnishing and 46 installing casing shoring above the specified upper limit for casing shoring 47 but necessary to provide for sufficient water head pressure to resist 48 artesian water pressure present in the shaft excavation, removing casing 49 shoring, and placing seals when required. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6. Furnishing and placing steel reinforcing bar and epoxy -coated steel reinforcing bar, including furnishing and installing steel reinforcing bar centralizers. 7. Installation of CSL tubes or thermal wires. 8. Furnishing, placing and curing concrete to the top of shaft or to the construction joint at the base of the shaft -column splice zone as applicable. Payment for "Constructing_ Diam. Shaft" will be made upon Engineer acceptance of the shaft, including completion of satisfactory QA shaft tests as applicable. "Rock Excavation For Shaft's Including Haul", per linear foot. When rock excavation is encountered, payment for rock excavation is in addition to the unit Contract price per linear foot for "Constructing_ Diam. Shaft" "Shoring Or Extra Excavation Cl. A - ", lump sum. The lump sum Contract price for "Shoring Or Extra Excavation Cl. A - _" shall be full pay for performing the Work as specified, including all costs in connection with all excavation outside the limits specified for soil and rock excavation for shaft including haul, all temporary telescoping casings, and all temporary casings beyond the limits of required temporary casing specified in the Special Provisions. "QA Shaft Test", per each. The unit Contract price per each for "QA Shaft Test" shall be full pay for performing the Work as specified, including operating all associated accessories necessary to record and process data and develop the summary QA test reports. Section 1-04.6 does not apply to this bid item. "Removing Shaft Obstructions", estimated. _ Payment for removing, breaking -up,, or pushing aside shaft obstructions, as defined in Section 6-19.3(3)E, will be made for the changes in shaft construction methods necessary to deal with the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup rmethods specified in Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the Contracting Agency has. entered an amount for the item Removing Shaft Obstructions In the Bid Proposal to become a part of the total Bid by the Contractor. If drilled shaft tools, cutting teeth, casing or Kelly bar is damaged as a result of the obstruction removal work, the Contractor will be compensated for the costs to repair this equipment in accordance with Section 1-09.6. If shaft construction equipment is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then all labor costs resulting AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall'perform the amount of obstruction Work estimated by the Contracting Agency within the original time of the Contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: The dollar amount estimated by the Contracting Agency has been exceeded, and 2. The Contractor shows that the obstruction removal Work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. 7-02.AP7 Section 7-02, Culverts January 3, 2017 7-02.2 Materials The following three new items are inserted after the item "Aggregate for Portland Cement Concrete: Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Butyl Rubber Sealant 9-04.11 External Sealing Band 9-04.12 The last paragraph is deleted. 7-02.3(6) Precast Reinf. Conc. Three Sided Structures, Box Culverts and Split Box Culverts This section is supplemented with the following new paragraph: When the Plans include a complete set of design details for a Structure (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details), the design and load rating preparation and calculation submittal requirements of Sections 7-02.3(6)A1 and 7-02.3(6)A2 do not apply for the components shown in the Plans, but all other requirements of this Section remain in effect. The Contractor may propose alternate concrete culvert designs, accommodating the same rise, span, and length as shown in the Plans, to replace the Structure details shown in the Plans. If an alternate concrete culvert design is proposed, all of the requirements of this Section, including design and load rating preparation and calculation submittal, apply. 7-02.3(6)A General This section is supplemented with the following two new paragraphs: Tolerances for PRCTSS shall be as follows: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1. Internal Dimensions — The inter percent or 2 inches, whichever i dimensions shall not vary more 2. Slab and Wall Thickness — The that shown in the Plans by more greater. A thickness more than 1 for rejection if proper joining is r 3. Length of Opposite Surfaces — of the three -sided section shall I sections are being used to acco 4. Reinforcing steel placement she 02.3(24)C. it dimension shall not vary more than 1 less, from the Plan dimensions. The haunch an 3/4 inch from the Plan dimensions. lab and wall thickness shall not be less than than 5 percent or 1/2 inch, whichever is iat required in the Plans will not be a cause A affected. ariations in lengths of two opposite surfaces of be more than 3/4 inch unless beveled nmodate a curve in the alignment. I meet the tolerances specified in Section 6 - Tolerances for PRCBC and PRCSBC shall be as follows: I 1. Internal Dimensions — The interrial dimensions shall not vary more than 1 percent from the Plan dimensions. If haunches are used, the haunch dimensions shall not vary more than '/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or'/1 s inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection. 3. Length of Opposite Box Segmerlits — Variations in lengths of two opposite surfaces of the box segments stliall not be more than 1/8 inch per foot of internal span, with a maximum "of % inch for all sizes through 7 feet internal span, and a maximum of % inch for internal spans greater than 7 feet, except where beveled sections are being used to accommodate a curve in the alignment. 4. Length of Box Segments — The underrun in length of a segment shall not be more than 1/8 inch per foot of length with a maximum of inch in any box segment. 5. Length of Legs and Slabs — They variation in length of the legs shall not be more than '/8 inch per foot of the rise of the leg per leg with a maximum of % inches. The differential length between opposing legs of the same segment shall not be more than !'/z inch. G_ength of independent top slab spans shall not vary by more than 1/8 inch per foot of span of the top slab, with a maximum of % inches. 6. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. This section is supplemented with the following new subsection: 7-02.3(6)A5' Wingwalls and Retaining Walls Wingwalls and retaining walls (including cutoff walls and headwalls) shall be constructed in accordance with the Contractor's design and Working Drawing submittal i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 or when the Plans include a complete set of design details for a wall (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details)jhe details shown in the Plans. Precast concrete construction shall conform to Sections 6-02.3(28) and 6-11.3(3). Culvert bedding material shall be furnished, placed, and compacted in accordance with Section 7-02.3(6)A4. 7-02.3(6)A1 Design Criteria The first sentence of the last paragraph is revised to read: Whenever the minimum finished backfill or surfacing depth above the top of the Structure is less than V-0" (except when the top of the Structure is directly exposed to vehicular traffic), either all steel reinforcing bars in the span unit shall be epoxy -coated with 2" minimum concrete cover from the face of concrete to the face of the top mat of steel reinforcing bars, or the minimum concrete cover shall be 2'/z". The last sentence of the last paragraph is revised to read: Concrete cover from the face of any concrete surface to the face of any steel reinforcement shall be 1 -inch minimum end clearance at all joints, and 2 -inches minimum at all other locations. 7-02.3(6)A2 Submittals The first paragraph is revised to read: The Contractor shall submit shop drawings of the precast Structures. Fabrication shop drawings replicating complete design details when shown in the Plans shall be Type 2 Working Drawings. Submittals completing the design based on the schematic geometric requirements shown in the Plans, or proposing a Contractor designed alternative concrete culvert Structure shall be Type 2E Working Drawings with supporting design calculations. The last paragraph is revised to read: For precast Structures with a span length greater than 20 -feet (as defined in Section 7- 02.3(6)A1), except when the depth of fill above the top of culvert exceeds the Structure span length, a Type 2E Working Drawing shall be submitted consisting of a load rating report prepared in accordance with the AASHTO Manual for Bridge Evaluation and WSDOT Bridge Design Manual LRFD M 23-50 Chapter 13. Soil pressures used shall include effects from the backfill material and compaction methods, and shall be in accordance with the WSDOT Geotechnical Design Manual M 46-03 and the geotechnical report prepared for the project. 7-02.3(6)A3 Casting This section is revised to read: Concrete shall conform to Section 6-02.3(28)B, with a 28 -day compressive strength as specified in the Plans or the Working Drawings submittal. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 .49 50 51 52 i 7=02.3(6)A4 Excavation and Bedding Preparation The last paragraph is revised to read: The upper layer of bedding course shall be a 6 -inch minimum thickness layer of culvert bedding material, defined as granular material either conforming to Section 9-03.12(3) or to AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. The plan limits of the culvert bedding material shall extend 1 -foot beyond the plan limits of the culvert or the Structure footing as applicable. The culvert bedding material shall be compacted in accordance with the Section 2-09.3(1)E requirements for gravel backfill for drains. After compaction, the culvert bedding material shall be screeded transversely to the specified line and grade. Voids in the screeded culvert bedding material shall be filled and then rescreeded prior to erecting the precast Structure. 7-02.3(6)B3 Erection The last paragraph is revised to read: Adjacent precast sections shall be conne accordance with Section 6-03.3(25). Wel steel plates being welded when welding t not exceed 6'-0". After connecting the we exposed metal surfaces with one coat of Keyways shall be filled with grout conforr 7-02.3(6)C1 Casting This section is revised to read: d by welding the weld -tie anchors in g ground shall be attached directly to the weld -ties. The weld -tie anchor spacing shall :ie anchors, the Contractor shall paint the d primer conforming to Section 9-08.1(2)F. g to Section 9-20.3(2). PRCSBC shall consist of lid elements and "Ll" shaped base elements. The vertical legs of the "U" shaped base elements shall be full height matching the rise of the culvert, except as otherwise specified for culvert.spans greater than 20 -feet. For PRCSBC spans greater than 20 -feet (as defined in Section 7-02.3(6)A1), the lid elements may include vertical legs of a maximum length of 4 -feet. All vertical and horizontal joints of PH(;l3C and PRCSBC elements shall be tongue and groove type joints, except PRCBC and PIRCSBC of 20 -foot span or less may have keyway joints connected by weld -tie anchors in accordance with Section 6-02.3(25)0. The weld -tie anchor spacing shall not exceed 6'-0". There shall be at least two galvanized steel tie plates across each top unit tongue and groove joint and each tongue and groove joint between upper and lower units, unless otherwise shown in the Plans or required by the seismic, designed completed in accordance with Section 7- 02.3(6)A1. 7-02.3(6)C3 Erection 11 This section is revised to read: PRCBC and PRCSBC shall be erected and backfilled in accordance with the erection sequence specified in the Working Drawing submittal, and the construction equipment restrictions specified in Section 6-02.3(25)0. The Contractor shall install a continuous ,'strip of butyl rubber sealant within all tongue and groove joints prior to connecting the precast elements together. The butyl rubber sealant shalt:, have a minimum cross section of by 1'/2 -inch, unless otherwise shown in the Plans. i i i i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 After connecting the joints with weld -tie anchors, the Contractor shall paint the exposed metal surfaces with one coat of field primer conforming to Section 9-08.1(2)F. Keyways shall be filled with grout Conforming to Section 9-20.3(2). The Contractor shall wrap all exterior joints along the top and sides of the PRCBC and PRCSBC with a 12 -inch wide strip of external sealing band centered about the joint and adhesively bonded to the concrete surface. Backfill beside the PRCBC and PRCSBC shall be brought up in sequential layers, compacted concurrently. The difference in backfill height on opposing sides of the Structure shall not exceed 2 -feet. 7-02.4 Measurement This section is supplemented with the following: Culvert bedding material will be measured by the cubic yard of material placed. 7-02.5 Payment This section is supplemented with the following: "Culvert Bedding Material", per cubic yard. 7-08.AP7 Section 7-08, General Pipe Installation Requirements January 3, 2017 7-08.3(1)A Trenches The second sentence of the last paragraph is revised to read: The embankment material shall be compacted to 95 percent of maximum density and the moisture content at the time of compaction shall be between optimum and 3 percentage points below optimum as determined by the Compaction Control Tests specified in Section 2-03.3(14)D. 8-01.AP8 Section 8-01, Erosion Control and Water Pollution Control August 1, 2016 8-01.2 Materials This section is supplemented with the following new paragraph: Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01. 8-01.3(7) Stabilized Construction Entrance The last sentence of the first paragraph is revised to read: Material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 ' 1 i 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 8-01.3(8) Street Cleaning This section is revised to read: Self-propelled street sweepers s6hall be u.,3ed to remove and collect sediment and other debris from the Roadway, whenever required by the Engineer. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State."Stre�et sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards. Material collected by the street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. Street washing with water will require the concurrence of the Engineer. 8-09.AP8 Section 8-09, Raised Pavement Markers January 3, 2017 8-09.5 Payment In the last paragraph, "flaggers and spotters" is revised to read "flaggers". 22 8-10.AP8 23 Section 8-10, Guide Posts 24 January 4, 2016 25 8-10.3 Construction Requirements 26 The last sentence of the second paragraph is deleted. 27 28 8-11.AP8 29 Section 8-11, Guardrail 30 January 17, 2017 I 31 8-11.3(1)C Terminal and Anchor Installation 32 This section is supplemented with the following new paragraph: 33 34 Beam Guardrail Non -flared Terminals for, Type 1 guardrail shall meet the crash test and 35 evaluation criteria of NCHRP 35,0 or the Manual for Assessing Safety Hardware 36 (MASH). Beam Guardrail Non -flared Terminals for Type 31 guardrail shall meet the 37 crash test and evaluation criteria of MASO i. 38 39 8-11.3(1)F Removing and Resetting Beam Guardrail 40 The last sentence of the first paragraph is deleted. 41 42 8711.5 Payment 43 The paragraph following the Bid item "Removing and Resetting Beam Guardrail', per linear 44 foot is revised to read: j 45 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 I I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 The unit Contract price per linear foot for "Removing and Resetting Beam Guardrail' 2 shall be full payment for all costs to perform the Work as described in Section 8- 3 11.3(1)F, except for replacement posts and blocks. 4 5 The paragraph following the Bid item "Raising Existing Beam Guardrail", per linear foot is 6 revised to read: 7 8 9 The unit Contract price per linear foot for "Raising Existing Beam Guardrail" shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)E, except for 10 replacement posts and blocks. 11 12 8-20.AP8 13 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 14 Systems, and Electrical 15 January 3, 2017 16 8-20.1(1) Regulations and Code 17 The second paragraph is revised to read: 18 19 Wherever reference is made in these Specifications or in the Special Provisions to the 20 Code, the rules, or the standards mentioned above, the reference shall be construed to 21 mean the code, rule, or standard that is in effect on the Bid advertisement date. 22 23 8-20.3(5)A General 24 The last paragraph is revised to read: s 25 26 Immediately after the sizing mandrel has been pulled through, install an equipment �I 27 grounding conductor if applicable (see Section 8-20.3(9)) and any new or existing wire 28 or cable as specified in the Plans. Where conduit is installed for future use, install a 29 200 -pound minimum tensile strength pull string with the equipment grounding 30 conductor. The pull string shall be attached to duct plugs or caps at both ends of the 31 conduit. 32 33 8-20.3(5)A1 Fiber Optic Conduit 34 The last paragraph is deleted. 35 36 8-20.3(5)B Conduit Type 37 The second and third paragraphs are deleted and replaced with the following new 38 39 paragraph: 40 PVC and HDPE conduits shall be Schedule 80 unless installed as innerduct. 41 42 8-20.3(5)D Conduit Placement 43 Item number 2 is revised to read: 44 45 2. 24 -inches below the top of the untreated surfacing on a Roadbed. 46 47 8-20.3(9) Bonding, Grounding 48 The following two new paragraphs are inserted after the first paragraph: 49 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Install an equipment grounding conductc equipment grounding conductor is called For each new conduit with innerduct inst one of the innerducts unless otherwise rE The fourth paragraph (after the preceding Am Bonding jumpers and equipment groundii Section 9-29.3(2)A3 shall be minimum #f Where existing conduits are used for the grounding conductor shall be installed un which is appropriate for the largest circuit The equipment ground conductor betwee fixtures shall be minimum #14 AWG strar are enclosed' in a common conduit, the ei by the largest overcurrent device serving The second sentence of the fifth paragraph revised to read: in all new conduit, whether or not the or in the wire schedule. II an equipment grounding conductor in only juired by the NEC or the Plans. ments are applied) is revised to read: ig conductors meeting the requirements of AWG, installed in accordance with the NEC. nstallation of new circuits, an equipment ess an existing equipment ground conductor, is already present in the existing raceway. i the isolation switch and the sign lighter ded copper conductor. Where parallel circuits luipment-grounding conductor shall be sized anv circuit contained within the conduit. the preceding Amendments are applied) is i A non -insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on connector (crimped with a manufacturer recommended crimper) shall be connected to the junction box frame or frame bonding stud, the other end shall be crimped to the equipment bonding conductor, using a "C" type crimp connector. The last two sentences of the sixth paragraph) (after the preceding Amendments are applied) are revised to read: i For light standards, signal standards, cantilever and sign bridge Structures the supplemental grounding conductor shall be #4 AWG non -insulated stranded copper conductor. For steel sign posts which support signs with sign lighting or flashing beacons thesupplemental grounding conductor shall be #6 AWG non insulated stranded copper conductor. The fourth to last paragraph is revised to read: Install a two grounding electrode system at each service entrance point, at each electrical service installation and at each separately derived power source. The service entrance grounding electrode system shall conform to the "Service Ground" detail in the Standard Plans. If soil conditions make vertical grounding electrode installation impossible an alternate installation procedure as described in the NEC may be used. Maintain a minimum of 6 feet of separation between any two grounding electrodes within the grounding system. Grounding electrodes shall be bonded copper, ferrous core materials and shall be solid rods not less than 10 feet in length if they are 1/2 inch in diameter or not less than 8 feet in length if they are % inch or larger in diameter. 8-20.3(13)A Light Standards 11 The first sentence in the second to last paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 All new and relocated metal light standards shall be numbered for identification using 2 painted 4 inch block gothic letters (similar to series C highway lettering) and numbers 3 installed 3 feet above the base facing the Traveled Way. 4 5 6 The numbered list in the second to last paragraph is deleted and replaced with the following: 7 NN 8 9 CC -SSSS VVV 10 11 Where: 12 NN— Is the pole number as identified in the Plans. May be one or more characters. 13 CC — Is the circuit letter as identified in the Plans. May be one or more characters. 14 SSSS— Is he service cabinet number as identified in the Plans. Do not include the 15 two or three letter prefix. Up to four digits - do not include leading zeros. 16 VVV — Is the operating voltage of the luminaire. Always three digits. 17 18 19 8-20.3(13)C Luminaires The first paragraph is revised to read: 20 21 The Contractor shall mark the installation date on the inside of the luminaire ballast or 22 driver housing using a permanent marking pen. 23 24 8-22.AP8 25 Section 8-22, Pavement Marking 26 January 4, 2016 27 8-22.4 Measurement 28 The first two sentences of the fourth paragraph are revised to read: 29 30 The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled 31 Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", 2 33 Painted Stop Line', Plastic Stop Line", Painted Wide Dotted Entry Line", or Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or 34 profiled plastic line installed. No deduction will be made for the unmarked area when the 35 marking includes a broken line such as, wide broken lane line, drop lane line, wide 36 dotted lane line or wide dotted entry line. L 37 38 8-22.5 Payment 39 The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", 40 per linear foot: 41 42 "Painted Wide Dotted Entry Line", per linear foot. 43 44 "Plastic Wide Dotted Entry Line", per linear foot. 45 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-01.AP9 Section 9-01, Portland Cement January 3, 2017 This section's title is revised to read: Cement 9-01.1 Types of Cement This section is revised to read: Cement shall be classified as portland hardening hydraulic cement. 9-01.2(2) Vacant This section, including title, is revised to read 9-01.2(2) Rapid Hardening Hydraulic Rapid hardening hydraulic cement shall 9-01.2(3) Low Alkali Cement This section is renumbered as follows: 9-01.2(1)A Low Alkali Cement 9-01.2(4) Blended Hydraulic Cement This section is renumbered as follows: 9-01.2(1)B Blended Hydraulic Cement In the first paragraph, the last two sentences nt, blended hydraulic cement, or rapid the requirements of ASTM C 1600. item number 3 are revised to read: Separate testing of each source of fly asf� at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the first paragraph, the last two sentences Of item number 4 are revised to read: Separate testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the first paragraph, the last two sentences of item number 5 are revised to read: Separate testing of each source of fly ash or slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. 9-01.3 Tests and Acceptance The second paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 ll 1 2 Cement producers/suppliers that certify portland cement or blended hydraulic cement 3 shall participate in the Cement Acceptance Program as described in WSDOT Standard 4 Practice QC 1. Rapid hardening hydraulic cement producers/suppliers are not required 5 to participate in WSDOT Standard Practice QC 1. 6 7 9-03.AP9 8 Section 9-03, Aggregates 9 January 3, 2017 10 9-03.1(1) General Requirements 11 In this section, each reference to "Section 9-01.2(3)" is revised to read "Section 9-01.2(1)A". 12 13 This first paragraph is supplemented with the following: 14 15 Reclaimed aggregate may be used if it complies with the specifications for Portland 16 Cement Concrete. Reclaimed aggregate is aggregate that has beer) recovered from 17 plastic concrete by washing away the cementitious materials. 18 19 9-03.1(2) Fine Aggregate for Portland Cement Concrete 20 This section is revised to read: 21 22 Fine aggregate shall consist of natural sand or manufactured sand, or combinations 23 thereof, accepted by the Engineer, having hard, strong, durable particles free from 24 adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 25 26 9-03.1(2)A Deleterious Substances 27 This section is revised to read: 28 29 The amount of deleterious substances in the washed aggregate shall be tested in 30 accordance with AASHTO M 6'and not exceed the following values: 31 32 Material finer than No. 200 Sieve 2.5 percent by weight 33 Clay lumps and friable particles 3.0 percent by weight 34 Coal and lignite 0.25 percent by weight 35 Particles of specific gravity less than 2.00 1.0 percent by weight. 36 37 Organic impurities shall be tested in accordance with AASHTO T 21 by the glass 38 color standard procedure and results darker than organic plate no. 3 shall be 39 rejected. A darker color results from AASHTO T 21 may be used provided that 40 when tested for the effect of organic impurities on strength of mortar, the relative 41 strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 42 percent. 43 44 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 45 This section is revised to read: 46 47 Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or 48 combinations thereof having hard, strong, durable pieces free from adherent coatings. 49 Coarse aggregate shall be washed to meet the specifications. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9-03.1(4)A Deleterious This section, including title, is revised to 9-03.1(4)A Deleterious Substances The amount of deleterious substances it accordance with AASHTO M 80 and not Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable PartiCIE Chert (Less Than 2.40 specific grav 'If the material finer than the No. 21 percentage may be increased to 1. 9-03.1(4)C Grading The following new sentence is inserted at Where coarse aggregate size 467 is u two separate sizes. 9-03.1(5) Combined Aggregate This section is revised to read: As an alternative to using the fine aggrec 03.1(2)B, and coarse aggregate sieve gr combined aggregate gradation conformir may be used. 9-03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances i not exceed the values specified in Secti % inch they shall not exceed the values 9-03.1(5)B Grading The first paragraph is deleted. 9-03.8(2) HMA Test Requirements In the table in item number 3, the heading "Statistical". 9-03.8(7) HMA Tolerances and Adjus In the table in item number 1, the column tit the washed aggregate shall be tested in exceed the following values: 1.0' percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight and SSD) 3.0 percent by weight sieve is free of clay and shale, this beginning of the last pargraph: , the aggregate may be furnished in at least for Portland Cement Concrete ate sieve grading requirements in Section 9- iding requirements in Section 9-03.1(4)C, a g to the requirements of Section 9-03.1(5)A the washed aggregates % inch or larger shall n 9-03.1(4)A and for aggregates smaller than pecified in Section 9-03.1(2)A. and Nonstatistical" is revised to read ?nts "Nonstatistical Evaluation" is deleted. In the table in item 1, the last column titled "Commercial Evaluation is revised to read "Visual Evaluation". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 9-03.11(1) Streambed Sediment 2 The following three new sentences are inserted after the first sentence of the first paragraph: 3 4 Alternate gradations may be used if proposed by the Contractor and accepted by the 5 Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 6 power maximum density curve of the proposed gradation. The alternate gradation shall 7 closely follow the maximum density line and have Nominal Aggregate Size of no less 8 than 1'/2 inches or no greater than 3 inches. 9 10 9-03.12(4) Gravel Backfill for Drains 11 The following new sentence is inserted at the beginning of the second paragraph: 12 13 As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9- 14 03.1(4)C. 15 16 9-03.12(5) Gravel Backfill for Drywells 17 The following new sentence is inserted at the beginning of the second paragraph: 18 19 As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9- 20 03.1(4)C. 21 22 9-03.21(1)B Concrete Rubble 23 This section, including title, is revised to read: 24 25 9-03.21(1)B Recycled Concrete Aggregate 26 Recycled concrete aggregates are coarse aggregates manufactured from hardened 27 concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or 28 blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate 29 shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) 30 or 9-03.1(5). In addition to the requirements of Section 9-03.1(4) or 9-03.1(5), recycled 31 concrete shall: 32 33 1. Contain an aggregated weight of less than 1 percent of adherent fines, 34 vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, 35 wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other 36 deleterious substance(s) not otherwise noted; 37 2. Be free of harmful components such as chlorides and reactive materials unless 38 mitigation measures are taken to prevent recurrence in the new concrete; 39 3. Have an absorption of less than 10 percent when tested in accordance with 40 AASHTO T 85. 41 42 Recycled concrete aggregate shall be in a saturated condition prior to mixing. 43 44 Recycled concrete aggregate shall not be placed below the ordinary high water mark of 45 any water of the State. 46 47 9-03.21(1)D Recycled Steel Furnace Slag 48 This section title is revised to read: 49 50 Steel Slag 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled 2 Material 3 4 In the Hot Mix Asphalt column, each value of "20" is revised to read "25". 5 6 .The last column heading "Steel Furnace Slag" is revised to read "Steel Slag". 7 8 The following new row is inserted after the second row: 9 Coarse Aaareaate for Commercial Concrete 1 9-03.1(4) 1 0 1 100 1 0 1 0 10 11 12 9-04.AP9 13 Section 9-04, Joint and Crack Sealing Materials 14 January 3, 2017 15 This section is supplemented with the following two new subsections: 16 17 9-04.11 Butyl Rubber Sealant 18 Butyl rubber sealant shall conform to Ati 990. 19 20 9-04.12 External Sealing Band 21 External sealing band shall by Type III B conforming to ASTM C 877. 22 23 9-04.1(2) Premolded Joint Filler for Expansion Joints 24 This section is supplemented with the following: 25 26 As an alternative to the above, a semi-rigid, non -extruding, resilient type, closed -cell 27 polypropylene foam, preformed joint filler with the following physical properties as tested 28 to AASHTO T 42 Standard Test Methods may be used. 29 1 . Closed -Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement Test Method Water Absorption < 1.0% AASHTO T 42 Compression Recovery > 80% AASHTO T 42 Extrusion j < 0.1 in. AASHTO T 42 Density ? 1 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 2 Hot poured sealant for cement concrete pavement shall meet the requirements of 3 ASTM D6690 Type IV, except for the following: 4 5 1. The Cone Penetration at 25°C shall be 130 maximum. 6 7 2. The extension for the Bond, non -immersed, shall be 100 percent. 8 9 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 10 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM 11 D6690 Type I or Type II. 12 13 9-04.2(1)B Sand Slurry for Bituminous Pavement 14 Sand slurry is mixture consisting of the following components measured by total weight: 15 16 1. Twenty percent CSS -1 emulsified asphalt, 17 18 2. Two percent portland cement, and 19 20 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B 21 Class 2. Fine aggregate may be damp (no free water). 22 23 9-04.2(2) Poured Rubber Joint Sealer 24 The last paragraph is deleted. 25 26 9-04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes 27 "AASHTO M 198" is revised to read "ASTM C 990". 28 29 9-04.4(3) Gaskets for Aluminum or Steel Culvert or Storm Sewer Pipe 30 In the last sentence, "AASHTO M 198" is revised to read "ASTM C 990". 31 32 9-06.AP9 33 Section 9-06, Structural Steel and Related Materials 34 January 3, 2017 35 9-06.5(3) High -Strength Bolts 36 In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325", "ASTM A490" is 37 revised to read "ASTM F3125 Grade A490", and "ASTM F1852" is revised to read "ASTM 38 F3125 Grade F1852". 39 40 In the fifth paragraph, "ASTM -A325" is revised to read "ASTM F3125". 41 42 9-06.12 Bronze Castings 43 In this section, "AASHTO M107" is revised to read "ASTM B22". 44 45 9-06.16 Roadside Sign Structures 46 In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 47 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 9-07.AP9 2 Section 9-07, Reinforcing Steel 3 August 1, 2016 4 9-07.1(1)A Acceptance of Materials 5 The first sentence of the first paragraph is revised to read: 6 7 Reinforcing steel rebar manufacturers shall comply with the National Transportation 8 Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) 9 Manufacturers. 10 11 The first sentence of the second paragraph is revised to read: 12 13 Steel reinforcing bar manufacturers use either English or a Metric size designation while 14 stamping rebar. 15 16 9-07.1(2) Bending 17 The first two sentences of the first paragraph are deleted and replaced with the following two 18 new sentences: 19 20 Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. 21 Fabrication tolerances shall be in accordance with ACI 315. 22 23 9-10.AP9 24 Section 9-10, Piling 25 August 1, 2016 26 9-10.3 Cast -In -Place Concrete Piling 27 This section is revised to read: 28 29 Reinforcement for cast -in-place concrete piles shall conform to Section 9-07.2. 30 31 9-11.AP9 32 Section 9-11, Waterproofing 33 January 3, 2017 34 This section (and all subsections), including tittle, is revised to read: 35 36 9-11 Waterproof Membrane 37 9-11.1 Asphalt for Waterproofing 38 Waterproof membrane shall be a sheet membrane conforming to ASTM D 6153 39 Type III, the puncture capacity specified below, and either the thin polymer sheet 40 tensile stress or the geotextile and fabric grab tensile strength specified below: 41 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 Specification Performance Properties ! Test Method Requirements Tensile Stress ASTM D 882 75 pounds per inch for Thin Polymer Sheets min. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 2 3 4 5 6 7 8 9 10 Grab Tensile Strength ASTM D 4632 Section 9-16, Fence and Guardrail (for Geotextiles and (Woven or 200 pounds min. . Fabrics) Nonwoven) 9-16.3(3) Galvanizing Puncture Capacity 14 The first three sentences are deleted and replaced with the following single sentence: (For Thin Polymer Sheets, ASTM E 154 200 pounds min. Geotextiles and Fabrics 16 17 W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A, Type II. Waterproofing membrane will be accepted based on a Manufacturer's Certificate of Compliance with each lot of waterproof membrane. 9-11.2 Primer for Waterproof Membrane The primer for the waterproof membrane shall be appropriate for bonding the sheet membrane to the bridge deck surface and shall be compatible with the membrane in accordance with the waterproof membrane manufacturer's recommendations. 9-16.AP9 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 11 Section 9-16, Fence and Guardrail 12 January 17, 2017 13 9-16.3(3) Galvanizing 14 The first three sentences are deleted and replaced with the following single sentence: 15 16 17 W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A, Type II. 18 19 9-20.AP9 20 Section 9-20, Concrete Patching Material, Grout, and Mortar 21 January 3, 2017 22 This section is supplemented with the following new subsection: 23 24 9-20.5 Bridge Deck Repair Material 25 Bridge deck repair material shall be either an ultra-low viscosity, two-part liquid, 26 polyurethane -hybrid polymer concrete, or a pre-packaged cement based repair mortar, 27 28 conforming to the following requirements: 29 1. Minimum compressive strength of 2,500 psi, in accordance with ASTM C 109. 1 30 31 2. Total soluble chloride ion content by mass of product shall conform to the limits 32 specified in Section 6-02.3(2) for reinforced concrete. 33 34 3. Permeability of less than 2,000 coulombs at 56 -days in accordance with 35 AASHTO T 277. 36 37 If pre-packaged deck repair material does not include coarse aggregate, the Contractor 38 shall extend the mix with coarse aggregate as recommended by the manufacturer. 39 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 9-23.AP9 2 Section 9-23, Concrete Curing Materials and Admixtures 3 January 3, 2017 i 4 9-23.9 Fly Ash 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 The first paragraph is revised to read: Fly ash shall conform to the requirements of AASHTO M295 Class C or F including supplementary optional chemical requirements as set forth in Table 2. i The last sentence of the last paragraph is revised to read: The supplementary optional chemical limits in AASHTO M295 Table 2 do not apply to fly ash used in Controlled Density Fill. 9-23.12 Metakaolin This section, including title, is revised to read 9-23.12 Natural Pozzolan Natural Pozzolans shall be either Metakaolin or ground Pumice and shall conform to the requirements of AASHTO M295 Class N1, including supplementary optional chemical requirements as set forth in Table 2. 9-29.AP9 Section 9-29, Illumination, Signal, Electrical January 3, 2017 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes This section is supplemented with the following new subsections: 9-29.2(5) Testing Requirements The Contractor shall provide for testing �f junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. i For each junction box, vault and pull box1type, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, and registration rI� umber. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for that box type, and shall include the following information: i 1. Product identification. i 2. Date of testing. 3. Description of testing apparatusI and procedure. I i I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17117 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 4. All load deflection and failure data. 2 3 5. Weight of box and cover tested. 4 5 6. Upon completion of the required test(s) the box shall be loaded to failure or to 6 the maximum load possible on the testing machine (70,000 pounds minimum). 7 8 9 7. A brief description of type and location of failure or statement that the testing machine reached maximum load without failure of the box. 10 11 9-29.2(5)A Standard Duty Boxes and Vaults 12 Standard Duty Concrete Junction Boxes, Cable Vaults, and Pull Boxes shall be 13 load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 14 by 10 by 1 -inch steel plate centered on the lid. The test load shall be applied and 15 released ten times, and the deflection at the test load and released state shall be 16 recorded for each interval. At each interval the junction box shall be inspected for 17 lid deformation, failure of the lid/frame welds, vertical and horizontal displacement 18 of the lid/frame, cracks, and concrete spalling. 19 20 Concrete junction boxes will be considered to have withstood the test if none of the 21 following conditions are exhibited: 22 23 1. Permanent deformation of the lid or any impairment to the function of the 24 lid. e 25 26 2. Vertical or horizontal displacement of the lid frame. 27 28 3. Cracks wider than 0.012 inches that extend 12 inches or more. 29 30 4. Fracture or cracks passing through the entire thickness of the concrete. 31 32 5. Spalling of the concrete. 33 34 9-29.2(5)B Retrofit Security Lids for Standard Duty Concrete Junction Boxes 35 Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall 36 be tested as follows: 37 38 1. The security lid shall be installed on any appropriately sized box that is 39 currently approved on the Qualified Products List. 40 41 2. The security lid and box assembly shall be load tested in accordance with 42 Section 9-29.2(5)A. After the ten load cycles but before loading to failure, 43 the security lid shall be fully opened and removed to verify operability. 44 45 3. The locking mechanism(s) shall be tested as follows: 46 47 a. The locking mechanism shall be cycled 250 times (locked, then 48 unlocked again) at room temperature (60-80°F). If there is more than 49 one identical locking mechanism, only one needs to be cycled in this 50 manner. 51 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 3 5 6' 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 e. The security lid shall be temperature adjusted to and held at 110°F and 95% humidity for X15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9-29.2(5)C Standard Duty Rion-Cmncrete Junction Boxes Non -concrete Junction Boxes shall t�)e tested as defined in the ANSI/SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design load during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each neon -concrete junction box installed. 9-29.2(5)D Heavy -Duty Boxes an Heavy -Duty Junction Boxes, Cable 46,000 pounds. The test load shall inch steel plate centered on the lid i short axis of the junction box. The t on each axis. The deflection at the for each interval. At each interval th failure of the lid or frame welds, ver frame, cracks, and concrete spallini, shall be terminated with a 60,000 p steel plate centered on the lid and parallel to the long axis of the box. Vaults /aults, and Pull Boxes shall be load tested to e applied vertically through a 10 by 20 by 1- ,ith an orientation both on the long axis and the st load shall be applied and released ten times est Toad and released state shall be recorded test box shall be inspected for lid deformation, cal and horizontal displacement of the lid . After the twentieth loading interval the test and load being applied vertically through the ith the long edge of steel plate orientated Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: I 1. Permanent deformation of the lid or any impairment to the function of the lid. I 2. Vertical or horizontal displaIcement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy -Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the following conditions are exhibited: The lid is operational. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 b. Temperature, changes should be limited to no more than 60°F per hour. c. The security lid shall be cooled to and held at -30°F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature: d. The security lid shall be heated to and held at 120-122°F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. e. The security lid shall be temperature adjusted to and held at 110°F and 95% humidity for X15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9-29.2(5)C Standard Duty Rion-Cmncrete Junction Boxes Non -concrete Junction Boxes shall t�)e tested as defined in the ANSI/SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design load during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each neon -concrete junction box installed. 9-29.2(5)D Heavy -Duty Boxes an Heavy -Duty Junction Boxes, Cable 46,000 pounds. The test load shall inch steel plate centered on the lid i short axis of the junction box. The t on each axis. The deflection at the for each interval. At each interval th failure of the lid or frame welds, ver frame, cracks, and concrete spallini, shall be terminated with a 60,000 p steel plate centered on the lid and parallel to the long axis of the box. Vaults /aults, and Pull Boxes shall be load tested to e applied vertically through a 10 by 20 by 1- ,ith an orientation both on the long axis and the st load shall be applied and released ten times est Toad and released state shall be recorded test box shall be inspected for lid deformation, cal and horizontal displacement of the lid . After the twentieth loading interval the test and load being applied vertically through the ith the long edge of steel plate orientated Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: I 1. Permanent deformation of the lid or any impairment to the function of the lid. I 2. Vertical or horizontal displaIcement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy -Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the following conditions are exhibited: The lid is operational. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 8- 1 Q 2 2. The lid is securely fastened. 3 4 3. The welds have not failed. 5 6 4. Permanent dishing or deformation of the lid is'/4 inch or less. 7 a9 8 5. No buckling or collapse of the box. 10 9-29.2(1) Standard Duty and Heavy Duty Junction Boxes 11 This section, including title, is revised to read: 8 12 ' 13 9-29.2(1) Junction Boxes 14 For the purposes of this Specification concrete is defined as portland cement concrete 15 and non -concrete is all others. 16 17 The Contractor shall provide shop drawings for all components, hardware, lid, frame, 18 reinforcement, and box dimensions. The shop drawings shall be prepared by (or under 8 19 the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of 20 Washington, in the branch of Civil or Structural. Each sheet shall carry the following: 21 22 1. Professional Engineer's original signature, date of signature, original seal, and 23 registration number. If a complete assembly drawing is included which 24 references additional drawing numbers, including revision numbers for those D 25 drawings, then only the complete assembly drawing is required to be stamped. 26 27 2. The initials and dates of all participating design professionals. 28 e 29 3. Clear notation of all revisions including identification of who authorized the 30 revision, who made the revision, and the date of the revision. 31 32 Design calculations shall carry on the cover page, the Professional Engineer's original 33 signature, date of signature, original seal, and registration number. 34 35 For each type of junction box, or whenever there is a change to the junction box design, 36 a proof test, as defined in this Specification, shall be performed and new shop drawings 37 submitted. 8 38 39 9-29.2(1)A Standard Duty Junction Boxes 40 This section is revised to read: 41 42 Standard Duty Junction Boxes are defined as Type 1, 2 and 8 junction boxes and shall 43 have a minimum load rating of 22,500 pounds and be tested in accordance with Section 44 9-29.2(5). A complete Type 8 Junction Box includes the spread footing shown in the a 45 Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and 46 shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be 47 48 hot dip galvanized in accordance with AASHTO M111. 49 9-29.2(1)A1 Concrete Junction Boxes 50 The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be 51 painted with a black paint containing rust inhibiters or painted with a shop applied, 11 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 inorganic zinc primer in accordance 2 accordance with AASHTO M 111. 3 Section 9-07 4 Concrete used in Standard Duty Jur 5 compressive strength of 6,000 psi %A 6 4,000 psi when reinforced with weld 7 shall be anchored to the box by wel 8 specified in Section 9-06.15, to the i 9 studs and frame with standard tie pi 10 near the centerline of the frame and 11 in each corner, one at the middle of 12 length of the box. 13 In 14 Materials for Type 1, 2, and 8 Concl 15 following: 16 th Section 6-07.3, or hot -dip galvanized in -tion Boxes shall have a minimum len reinforced with a welded wire hoop, or !d wire fabric or fiber reinforcement. The frame ing headed studs % by 3 inches long, as ame. The wire fabric shall be attached to the Ictices. The box shall contain ten studs located )ox wall. The studs shall be placed one anchor each width and two equally spaced on each Junction Boxes shall conform to the Materials I Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 (or higher Handle & Handle support ASTM A36 steel, or ASTM A1011 CS (Any Grade) or SS (Any Grade Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 17 18 9-29.2(1)A2 Non -Concrete Junction Boxes 19 Material for the non -concrete junction boxes shall be of a quality that will provide for 20 a similar life expectancy as portland cement concrete in a direct burial application. 21 22 Type 1, 2, and 8 non -concrete junction boxes shall have a Design Load of 22,500 23 pounds and shall be tested in accordance with Section 9-29.2(5). Non -concrete 24 junction boxes shall be gray in colorland have an open bottom design with 25 approximately the same inside dimensions, and present a load to the bearing 26 surface that is less than or equal to the loading presented by the concrete junction 27 boxes shown in the Standard Plans. Non -concrete junction box lids shall include a 28 pull slot and embedded 6 by 6 by'/4 ';inch steel plate, and shall be secured with two 29 '/2 inch stainless steel Penta -head bolts recessed into the cover. The tapped holes 30 for the securing bolts shall extend completely through the box to prevent 31 accumulation of debris. Bolts shall conform to ASTM F593, stainless steel. 32 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 t a 1 9-29.2(1)B Heavy -Duty Junction Boxes 2 The first paragraph is revised to read: 3 4 Heavy -Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and shall be 5 concrete and have a minimum vertical load rating of 46,000 pounds without permanent 6 deformation and 60,000 pounds without failure when tested in accordance with Section 7 9-29.2(5). 8 9 9-29.2(1)C Testing Requirements 10 This section is deleted in its entirety. 11 12 9-29.2(2) Small Cable Vaults, Standard Duty Cable Vaults, Standard Duty Pull 13 Boxes, and Heavy Duty Pull Boxes 14 This section, including title, is revised to read: 15 16 9-29.2(2) Cable Vaults and Pull Boxes 17 Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete 18 lid. The lids for Cable Vaults and Pull Boxes shall be interchangeable and both shall fit 19 the same box as shown in the Standard Plans. 20 21 The Contractor shall provide shop drawings for all components, including concrete box, a 22 Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings 23 shall show placement of reinforcing steel, knock outs, and any other appurtenances. 24 The shop drawing shall be prepared by or under the direct supervision of a Professional 25 Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or 26 Structural. Each sheet shall carry the following: 27 28 1. Professional Engineer's original signature, date of signature, original seal, and 29 registration number. If a complete assembly drawing is included which 30 references additional drawing numbers, including revision numbers for those 31 drawings, then only the complete assembly drawing is required to be stamped. 32 33 2. The initials and dates of all participating design professionals. \ 34 35 3. Clear notation of all revisions including identification of who authorized the 36 revision, who made the revision, and the date of the revision. 37 38 Design calculations shall carry on the cover page, the Professional Engineer's original 39 signature, date of signature, original seal, and registration number. 40 41 For each type of box or whenever there is a change to the Cable Vault or Pull box 42 design, a proof test, as defined in this Specification, shall be performed and new shop 43 drawings submitted. 44 45 9-29.2(2)A Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty 46 Pull Boxes 47 This section's title is revised to read: 48 49 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 50 51 The first paragraph is revised to read: 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1.8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Standard Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating -of 22,500 pounds and be tested in accordance with Section 9-29.2(5). For the purposes of this Section, Small Cable Vaults are considered a type of Standard Duty Cable Vault. I The first sentence of the second paragraph is; revised to read: Concrete for Standard Duty Cable Va compressive strength of 4,000 psi. The first sentence of the third paragraph is All Standard Duty Cable Vaults and Pull shared -use paths shall have slip-resista The fourth paragraph (up until the colon) is Materials for Standard Duty Cable Vau 9-29.2(2)B Heavy -Duty Cable Vaults a The first paragraph is revised to read: and Pull Boxes shall have a minimum ised to read: oxes placed in sidewalks, walkways, and surfaces. to read: and Pull Boxes shall conform to the following: Pull Boxes Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2'(5). 9-29.2(3) Structure Mounted Junction Boxes The first and second paragraphs are revised to read: Surface mounted junction boxes and concrete embedded junction boxes installed in cast -in-place structures shall be stainless, steel NEMA 4X. Concrete embedded junction boxes installed in structures constructed by slip forming shall be stainless steel NEMA 3R and shall be adjustable for depth, with depth adjustment bolts, which are accessible from the front face of the junction box with the lid installed. 9-29.3('1) Fiber Optic Cable This section is revised to read: All fiber optic cables shall be single mode: fiber optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements: a. Compliance with the current verjsion of ANSUICEA S-87-640. A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. b. Cables shall be gel free, loose tube, low water peak, and all dielectric with no metallic component. c. Cables shall not be armored unless specified in the Contract. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 , 2 d. Cables shall be approved for mid -span entries and be rated by the 3 manufacturer for outside plant (OSP) use, placement in underground ducts, 4 and aerial installations. 5 6 e. Fiber counts shall be as specified in the Contract. 7 8 9 f. Fibers and buffer tubes shall be color coded in accordance with the current version of EIA/TIA-598. 10 11 g. Fibers shall not have any factory splices. 12 13 h. Outer Jacket shall be Type M (Medium Density Polyethylene). Outer jacket 14 shall be free from holes, splits, blisters, or other imperfections and must be 15 smooth and concentric as is consistent with the best commercial practice. 16 17 i. A minimum of one (1) rip cord is required for each cable. 18 19 j. Cable markings shall meet the following additional requirements: 20 21 1. Color shall be white or silver. 22 23 2. Markings shall be approximately 3 millimeters (118 mils) in height, and 24 dimensioned and spaced to produce good legibility. • 25 � 26 3. Markings shall include the manufacturer's name, year of manufacture, the 27 number of fibers, the words "OPTICAL CABLE", and sequential length 28 marks. 29 30 4. Sequential length markings shall be in meters or feet, spaced at intervals 31 32 not more than 1 meter or 2 feet apart, respectively. 33 5. The actual cable length shall not be shorter than the cable length marking. 34 The actual cable length may be up to 1 % longer than the cable length 35 marking. 36 37 6. Cables with initial markings that do not meet these requirements will not 38 be accepted and may not be re -marked. 39 40 k. Short term tensile strength shall be a minimum of 600 pounds (1 bs). Long 41 term tensile strength shall be a minimum of 180 pounds (1 bs). Tensile 42 strength shall be achieved using a fiberglass reinforced plastic (FRP) central 43 member and / or aramid yarns. 44 45 I. All cables shall be new and free of material or manufacturing defects and 46 dimensional non-uniformity that would: 47 48 1. Interfere with the cable installation using accepted cable installation 49 practices; 50 51 2. Degrade the transmission performance or environmental resistance after 52 installation; AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3. Inhibit proper connection to interfacing elements; 4. Otherwise yield an inferior'product. m. The fiber optic cables shall be ? 20 times the diameter of the ca The reels shall be substantial a shipment and handling. Reels required for the cable markings shall be marked instead of incr( labeled with the type of cable. This section is supplemented with the follow lipped on reels with a drum diameter at least le, in order to prevent damage to the cable. d constructed so as to prevent damage during hall be labeled with the same information with the exception that the total length of cable Trental length marks. Reels shall also be new subsection: 9-29.3(1)B Multimode Optical[, :Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: a. Type OM1, meeting the requirements of EIA/TIA 492 -AAAA -A or ISO/IEC 11801. The fiber core'diameter shall be 62.5 lam. b. Type OM2, meeting the requirements of EIA/TIA 492-AAAB-A or ISO/IEC 11801. The fiber core diameter, shall be 50 pm. All multimode optical fibers shall have a'rnaximum attenuation of 3.0 dB/km at 850nm and 1.0 dB/km at 1300nm. Completed cable assemblies shall be rated for 1000BaseLX Ethernet communications. 9-29.3(1)A Singlemode Fiber Optic C This section is revised to read: Single -Mode optical fibers shall beEIA/TIA 492-CAAB or ISO/IEC 11801 Type OS2, low water peak zero dispersion fibers, meeting the requirements of ITU -T G.652.D. 36 9-29.6 Light and Signal Standards 37 The third paragraph is revised to read: 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Light standard, signal standards, slip base hardware and foundation hardware shall be hot dip galvanized in accordance with AA, SHTO M 111 and AASHTO M 232. Where colored standards are required, istandards shall be powder -coated after galvanizing in accordance with Section 6-07.3(11). The standard color shall be as specified in the Contract. 9-29.6(1) Steel Light and Signal Stand In the first paragraph, "ASTM A325" pis revise 9-29.6(2) Slip Base Hardware In this section, "ASTM A325" is revised to re, rds to read "ASTM F3125 Grade A325". "ASTM F3125 Grade A325". 9-29.7(2) Fused Quick -Disconnect Kits The table is supplemented with the following new row: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 1 I 1 1 t 1 1 1 1 1 1 1 1 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 LED* 10A 10A 20A The following footnote is inserted after the table: Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. 9-29.10 Luminaires The first sentence of -the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional. The table in the fourth paragraph is revised to read: Conventional Lamp Wattage Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E 310 31 31 E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 X1E 9-29.25 Amplifier, Transformer, and Terminal Cabinets Item 2C is revised to read: c. Transformer up to 12.5 KVA 20" 48" 24" Transformer 12.6 to 35 KVA 30" 60" 32" The following new sentence is inserted before the last sentence of item number 10: There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load) side. 9-35.AP9 Section 9-35, Temporary Traffic Control Materials August 1, 2016 9-35.12 Transportable Attenuator The second sentence of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 The transportable attenuator shall be mounted on, or attached to, a host vehicle that 2 complies with the manufacturer's recomrnended weight range. 3 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 �i� 1 1 e III �u 1 e 1 1 C' 1 1 1 1 0 u Fg-,I-:MM SPECIAL PROVISIONS This page left intenti6nally blank 1 0 t 1 1 I L 1 1 1 1 1 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction; 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (May 1, 2013 G&O GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications, at Contractor's own expense. City of Bremerton East Park Stormwater Outfall G&O #15627 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 1 1 i 1 1 1 1 1 1 i 1 FI, DIVISION 1 GENERAL REQUIREMENTS 9 This page left intenti6nally blank r City of Bremerton East Park Stormwater Outfall G&O #15627 1-1 1 DIVISION 1 2 3 GENERAL REQUIREMENTS 4 5 DESCRIPTION OF WORK 6 (March 13, 1995) 7 This Contract provides for the replacement and increased capacity at the East 8 Park Outfall. The work shall include, but is not limited to, clearing and grubbing, 9 grading, storm drainage improvements, rockery, pavement restoration, and other 10 work all in accordance with the attached Contract Plans, these Special 11 Provisions and the Standard Specifications. 12 13 1-01.3 Definitions 14 (January 4, 2016 G&O GSP) 15 16 Delete the definition of "Bid Documents," "Completion Dates," "Contract" and 17 "Contracting Agency." 18 19 This Section is supplemented with the following: 20 } 21 All references in the Standard Specifications, Amendments or WDSOT 22 General Provisions to the terms "Department of Transportation," 23 "Washington State Transportation Commission," "Commission," 24 "Secretary of Transportation," "Secretary," "Headquarters," and "State 25 Treasurer" shall be revised to read "Contracting Agency." 26 27 All references to the terms "State" or "state" shall be revised to read 28 "Contracting Agency" unless the reference is to an administrative agency 29 of the State of Washington, a State statute or regulation, or the context 30 reasonably indicates otherwise. 31 32 All references to "State Materials Laboratory" shall be revised to read 33 "Contracting Agency designated location." 34 35 All references to "final contract voucher certification" shall be interpreted 36 to mean, the Contracting Agency form(s) by which final payment is 37 authorized, and final completion and acceptance granted. 38 39 Additive 40 A supplemental unit of work or group of bid items, identified separately in 41 42 the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. City of Bremerton East Park Stormwater Outfall G&O #15627 1-1 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued i Alternate One of two or more units of work olI groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between!! different methods; or material of construction for performing the same work. Bid Documents The component parts of the proposed Contract which may include, but not limited to, the Proposal form, the pr6posed Contract Provisions, the proposed Contract Plans, Addenda, and! Subsurface Boring Logs (if any). Business Day A business day is any day from Monday through Friday, except holidays as listed in Section 1-08.5. Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractor will be paid. i The Contract includes the Contract (Agreement) form, bidder's completed Proposal Form, all 'required certificates; and affidavits, performance and payment bonds, the 2016 Standard Specifications for Road, Bridge and Municipal Construction and arnendmerits thereto, Contract Provisions, Contract Plans, Standard Plans, addenda and change orders. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract." Contract Time The period of time established by the terms and conditions of the contract within which the work must be completed. I i i City of Bremerton East Park Stormwater Outfall G&O #15627 1-2 N SPECIAL PROVISIONS - Continued 1 Contracting Agency (Owner) 2 Agency of Government that is responsible for the execution and 3 administration of the Contract. 4 5 Dates 6 7 Bid Opening Date 8 The date on which the Contracting Agency publicly opens and reads 9 10 the bids. 11 Award Date " 12 13 The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. 14 { 15 16 Contract Execution Date The date when both the Contractor and the Contracting Agency 17 have signed the Agreement, binding themselves to the Contract. 18 19 Notice to Proceed Date 20 The date stated in the Notice to Proceed on which the Contract time r 21 begins. 22 \ 23 Substantial Completion Date 24 The day the Engineer determines the Contracting Agency has full ' 25 and unrestricted use and benefit of the facilities, both from the 26 operational and safety standpoint, any remaining traffic disruptions 27 will be rare and brief, and only minor incidental work, replacement of 28 temporary substitute facilities, plant establishment periods or 29 correction or repair remains for the Physical Completion of the total 30 Contract. 31 32 Physical Completion Date 33 The day all of the Work is physically completed on the project. The 34 Engineer has received from the Contractor record drawings, 35 operation and maintenance manuals, manufacturers' affidavits, and 36 software and programming. ' 37 38 Completion Date 39 The day all the Work specified in the Contract is completed and all 40 the obligations of the Contractor under the Contract are fulfilled by 41 the Contractor. All documentation required by the Contract and i 42 required by law must be furnished by the Contractor before 43 establishment of this date. City of Bremerton East.Park Stormwater Outfall G&O #15627 1-3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's aCMptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor .authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic:, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.b4.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 G&O GSP) Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed is contained in the Call for Bids (Advertisement for Bids) for the work. After Award of the Contract, Plans and Contract Provisions will be issued to the Contractor at as stated below: City of Bremerton East Park Stormwater Outfall G&O #15627 1-4 SPECIAL PROVISIONS - Continued 1 To Prime Contractor No. of Sets Basis'of Distribution 2 3 4 Large Plans (22" x 34") 1 Furnished upon request 5 Contract Provisions 3 Furnished automatically 6 1� 7 Reduced Plans (11" x 17") 1 Furnished automatically 8 9 Additional Plans and other Contract Provisions may be purchased by the 10 Contractor. 11 12 13 1-02.4 Examination of Plans, Specifications, and Site of Work 14 1-02.4(1) General {� 15 16 This Section is supplemented with the following: 17 18 (June 16, 2006 G&O GSP) 19 Contractor shall review the entire Contract to ensure that the 20 completeness of their Proposal includes all items of Work regardless of 21 where shown in the Contract. Bidders are cautioned that alternate 22 sources of information (copies of the Contract obtained from third parties) 23 are not necessarily an accurate or complete representation of the 24 Contract. Bidders shall use such information at their own risk. 25 26 1-02.4(2) Subsurface Information 27 (June 16, 2006 G&O GSP) 28 29 Delete this Section and replace it with the following: 30 31 If the Contracting Agency has made a subsurface investigation of the site 32 of the proposed Work, the boring log data and soil sample test data 33 accumulated by the Contracting Agency will be made available for 34 inspection by the Bidders. However, the Contracting Agency makes no 35 36 representation or warranty, expressed or implied, that: 37 a. The Bidders' interpretations from the boring logs may be 38 correct; 39 40 b. Moisture conditions and indicated water tables will not vary 41 from those found at the time the borings were made; 42 City of Bremerton East Park Stormwater Outfall G&O #15627 1-5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued c. The ground at the location of the borings has not been physically disturbed or altered after the boring was made; and d. Conditions below the surface of the ground are consistent throughout the site with the information made available hereunder, or that conditions to be encountered on the site are uniform or consistent with geological conditions usually encountered in the area. The Contracting Agency makes no representations, guarantees, or warranties as to the condition, materials, or proportions of the material;; between the specific borings, regardless of any subsurface information the Contracting Agency may make available to the prospective Bidders. Bidders are solely responsible for making the necessary investigations to support and/or verify any conclusions or assumptions used in preparation of their bids. 1-02.5 Proposal Forms (June 27, 2011 G&O GSP) Delete this Section and replace it with the following: Proposals shall be submitted on the Proposal Form, which is included with the Contract. All Proposals shall be completed, signed and dated. The Proposal Form will identify the project and its location and describe the Work. it will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the lump sum and/or unit bid prices. The Bidder shall complete spaces on the Proposal Form that call for, but are not limited to, unit prices; extensions; summations,; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the Bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. Required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The Bidder shall bid on all alternates and additives set forth in the Proposal form unless otherwise specified. City of Bremerton East Park Stormwater Outfall G&O #15627 1-6 SPECIAL PROVISIONS - Continued 1 1-02.6 Preparation of Proposal 2 (June 27, 2011 G&O GSP) 3 4 Supplement this Section with the following: 5 6 All Proposals submitted shall, on their.face, remain valid for a period of 60 7 days following the date of Bid opening. In the event of a conflict in this 8 duration, which may appear elsewhere in the Contract Provisions, the 9 longest duration shall apply. 10 11 The Bidder's attention is directed to that portion of the Proposal which 12 requires that the Bidder furnish information concerning its and proposed 13 experience with work of a similar nature, equipment to be used on this 14 project, and general background information. Information which is 15 incomplete, evasive, or of a general nature only, may be considered as 16 grounds for rejection of the Proposal. 17 18 Any correction to a Proposal made by interlineation, alteration, or erasure, 19 shall be initialed by the signer of the Proposal. The Bidder shall make no 20 stipulation on the Proposal Form, nor qualify the bid in any manner. 21 22 1-02.7 Bid Deposit 23 (March 8, 2013 G&O GSP) 24 25 Supplemented this Section with the following: 26 27 Bid bonds shall contain the following: 28 29 1. The name of the project; 30 31 2. The name of the Contracting Agency, named as the obligee; 32 33 3. The amount of the bid bond stated either as a dollar figure 34 or as a percentage which represents five percent of the 35 maximum bid amount that could be awarded; 36 37 4. The signature of the bidder's officer empowered to sign 38 official statements. The signature of the person authorized 39 to submit the Proposal should agree with the signature on 40 the bond, and the title of the person must accompany the 41 said signature; 42 43 5. The signature of the surety's officer empowered to sign the 44 bond, and the power of attorney. City of Bremerton East Park Stormwater Outfall G&O #15627 1-7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued The Bidder must use the bond form incl 1-02.9 Delivery of Proposal (January 3, 2012 G&O GSP) Delete this section in its entirety and replace in the Contract. the following: The Proposal, bid bond, and all other certificates, forms or other documents required by any Contract Provisions to be executed and delivered with said Proposal shall be submitted, in a sealed package, addressed to the Contracting Agency, and plainly marked "Bid for East Park Stormwater Outfall." The Contracting Agency will not consider any Proposal or any supplement to a Proposal that is received after the time specified for receipt of Proposals, or received in a location othelr than that specified for receipt of Proposal. Emailed or faxed Proposals jor supplement to a Proposal are not acceptable. j 1-02.10 Withdrawing, Revising, or Supplemi,pntary Proposal (July 23, 2015 APWA GSP) Delete this Section and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receiver the request before the time set .for receipt of Bid Proposals, and 3. The revised or supplemented Bid. Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set fori receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then subrr'iit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. City of Bremerton East Park Stormwater Outfall G&O #15627 1-8 1 2 3 4 5 6 7 8 9 10 11 12 13' 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.11 Combination and Multiple Proposals (June 16, 2006 G&O GSP) Delete this Section in its entirety. 1-02.13 Irregular Proposals (March 25, 2009 G&O GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; C. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or City of Bremerton East Park Stormwater Outfall G&O #15627 1-9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (August 1, 2009 G&O GSP) A Bidder will be deemed not responsible if: 1. The Bidder does not meet the, mandatory bidder responsibility criteria in.RCW 39.04.350(1); or 2. Evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion, will be restricted from submitting further bids; or 3. The Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as mai/ have been determined by a prequalification of the Bidder; or 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. There is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of ;the work bid upon; or 6. The Bidder failed to settle bills 'for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. The Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. The Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or . City of Bremerton East Park Stormwater Outfall G&O #15627 1-10 I SPECIAL PROVISIONS - Continued 1 2 9. There are any other reasons deemed proper by the Contracting 3 Agency. 4 5 The basis for evaluation of Bidder compliance with these mandatory and 6 supplemental criteria shall be any documents or facts obtained by 7 Contracting Agency (whether from the Bidder or third parties) which any 8 reasonable owner would rely on for determining such compliance, 9 including but not limited to: (i) financial, historical, or operational data 10 from the Bidder; (ii) information obtained directly by the Contracting 11 Agency from owners for whom the Bidder has worked, or other public 12 agencies or private enterprises; and (iii) any additional information 13 obtained by the Contracting Agency which is believed to be relevant to 14 the matter. 15 16 If the Contracting Agency determines the Bidder does not meet the bidder 17 responsibility criteria above and is therefore not a responsible Bidder, the 18 Contracting Agency shall notify the Bidder in writing, with the reasons for 19 its determination. Written notice will be provided to the Bidder, by 20 facsimile to the fax number provided at the time of obtaining the Contract 21 Documents. If the Bidder disagrees with this determination, it may appeal 22 the determination within 48 hours of receipt of the Contracting Agency's 23 determination by presenting its appeal in writing to the Contracting 24 Agency. The Contracting Agency will consider the appeal before issuing 25 its final determination. If the final determination affirms that the Bidder is 26 not responsible, the Contracting Agency will not execute a contract with 27 any other Bidder until at least two business days after the Bidder 28 determined to be not responsible has received the final determination. 29 30 1-02.15 Pre -Award Information 31 (August 14, 2013 APWA GSP) 32 33 Delete this Section and replace it with the following: 34 35 Before awarding any Contract, the Contracting Agency may require one 36 or more of these items or actions of the apparent lowest responsible 37 bidder: 38 39 1. A complete statement of the origin, composition, and 40 manufacture of any or all materials to be used, 41 42 2. Samples of these materials for quality and fitness tests, 43 City of Bremerton East Park Stormwater Outfall G&O #15627 1-11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 3. A progress schedule (in a form the Contracting Agency requires) showing, the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, 7. Any other information or action taken that is deemed necessary to ensure that the Bidder is the lowest responsible bidder. 1-03.2 Award of Contract (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Normally, Contract Award or bid rejection will occur within 60 calendar days after bid opening. If the lowest responsible Bidder and the Contracting Agency agree, this deadline may be extended. If they cannot agree on an extension by the 60th calendar day deadline, the Contracting Agency reserves the right to award the Contract to the next lowest responsible Bidder or reject all .bids. The Contracting Agency will notify the successful Bidder of the Contract Award in writing. 1-03.3 Execution of Contract (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Within 10 calendar days after the Award date, the successful Bidder shall return the signed Contracting Agency -prepared Contract, an insurance certification as required by Section 1-07.18, and satisfactory bonds 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 City of Bremerton East Park Stormwater Outfall G&O #15627 1-12 SPECIAL PROVISIONS - Continued 1 or within Contracting Agency -furnished sites. The Contractor shall bear all 2 risks for any work begun outside such areas and for any materials 3 ordered before the Contract is executed by the Contracting Agency. 4 5 A written Notice to Proceed will be issued after the Contract has been 6 executed by the Contractor and the Contracting Agency, and the 7 performance and labor and material payment bonds, other required 8 certificates and documents and insurance certificates are approved by the 9 Contracting Agency or, where applicable, by State or Federal agencies 10 responsible for funding any portion of the project. Unless there are 11 extenuating circumstances, the Notice to Proceed will be issued no more 12 than 21 days after Contract Award date. Issuance of Notice to Proceed 13 typically coincides with the Preconstruction Meeting. 14 15 1-03.4 Contract Bond 16 (July 23, 2015, G&O GSP) 17 18 Revise the first paragraph to read: 19 20 The successful bidder shall provide an executed performance and public 21 works payment bonds for the full contract amount. These bonds shall: 22 23 1. Be on Contracting Agency -furnished forms; 24 25 2. Be signed by an approved surety (or sureties) that: 26 27 a. Is registered with the Washington State Insurance 28 Commissioner; and 29 30 b. Appears on the current Authorized Insurance List in the 31 State of Washington published by the Office of the 32 Insurance Commissioner. 33 34 3. Be conditioned upon the faithful performance of the contract by the 35 Contractor within the prescribed time; 36 37 4. Guarantee that the Contractor will perform and comply will all 38 obligations, duties, and conditions under the Contract including, 39 but not limited to, the duty and obligation to indemnify, defend, and 40 protect the Contracting Agency against all losses and claims 41 related directly or indirectly from any failure: 42 City of Bremerton East Park Stormwater Outfall G&O #15627 1-13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SPECIAL PROVISIONS - Continued a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers,, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides suppliers or provisions for carrying out the work. 5. Be conditioned upon payment of taxes, increases, and penalties incurred on the project under Titles 50, 51, and 82 RCW; and 6. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 7. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be Isigned by the president or vice- president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review (July 23, 2015 APWA GSP) Revise this Section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency heada laarters is located, provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. City of Bremerton East Park Stormwater Outfall G&O #15627 1-14 r SPECIAL PROVISIONS - Continued 1 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 2 Specifications, and Addenda 3 (January 3, 2012 G&O GSP) 4 5 Delete the first two paragraphs of this Section and replace them with the 6 following: 7 8 The complete Contract includes these parts: Contract (Agreement) form, 9 bidder's completed Proposal Form, the 2016 Standard Specifications for 10 Road, Bridge, and Municipal Construction and amendments thereto, 11 Contract Provisions, Plans, Standard Plans, addenda, all required 12 certificates and affidavits, performance and labor and material payment 13 bonds, and change orders. These parts complement each other in 14 describing a complete Work. Any requirement in one part binds as if 15 stated in all parts. The Contractor shall provide any work or materials 16 clearly implied in the Contract even if the Contract does not mention it 17 specifically. 18. 19 Any inconsistency in the parts of the Contract shall be resolved by 20 following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 21 over 4, and so forth): 22 23 1. Addenda, 24 2. Proposal Form and Agreement, 25 3. Special Provisions, 26 4. Amendments to the Standard Specifications, 27 5. WSDOT/APWA Standard Specifications for Road, Bridge 28 and Municipal Construction, 29 6. Contract Plans, 30 7. Contracting Agency's Standard Plans (if any), and 31 8. WSDOT/APWA Standard Plans for Road, Bridge, and 32 Municipal Construction, 33 34 1-04.4 Changes 35 36 1-04.4(1) Minor Changes 37 38 39 Section 1-04.4(1), including title, is revised to read as follows: 40 41 1-04.4(1) Unexpected Site Changes 42 43 Payments or credits for changes may be made under the Bid item 44 "Unexpected Site Changes." At the discretion of the Contracting City of Bremerton East Park Stormwater Outfall _ G&O #15627 1-15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued ,Agency, this procedure for Unexp, lieu of the more formal proced Changes. When an unexpected site change occ the change will result in extra work fo issue a Work Change Directive (WC However, if a WCD cannot be issued the work, the Engineer may give vert which be immediately followed by writt Payments will be determined in. accorc purpose of providing a common Prop( Agency has entered an amount for " Proposal to become a part of the total be determined in accordance Contractor/Bidder is cautioned that K item is not guaranteed unless such rn of this project. Where references a work incidental to the Contract an( incidental work into the various items into this bid item. All work done unde be directed by the Owner in writing. 1-04.6 Variation in Estimated Quantities (July 23, 2015 APWA GSP) Delete the first paragraph of this Section and Payment to the Contractor will be mad Work performed and accepted in confc the accepted quantity of Work performe original Proposal quantity, payment will Work unless the total accepted quantity exclude added or deleted amounts inclu both. parties, increases or decreases t original Proposal quantity,' and if the toi at the time of award is equal to or gra Contract price at time of Award. In that may be adjusted as described herein. City of Bremerton East Park Stormwater Outfall G&O #15627 1-16 ,d Site Changes may be used in as outlined in Section 1-04.4, urs and the Engineer agrees that the Contractor, the Engineer will )) using the form in Appendix. A. mmediately and to avoid delaying al approval to continue the work, m direction. ince with Section 1-09.6. For the ,al for all Bidders, the Contracting Jnexpected Site Changes" in the 3id by the Contractor. Credits will Nith Section 1-09.4. The iyment of any portion of this bid ed arises during the performance made herein to consider some as such to merge the cost of id, no such costs shall be merged "Unexpected Site Changes" must ace it with the following: only for the actual quantities of mance with the Contract. When under a unit item varies from the ,e at the unit Contract price for all of any Contract item, adjusted to ed in change orders accepted by more than 25 percent from the it extended bid price for that item ater than 10 percent of the total ;ase, payment for Contract Work SPECIAL PROVISIONS - Continued 'J 1 1-05.1 Authority of the Engineer 2 (June 16, 2006 G&O GSP) 3 4 This Section is supplemented with the following: 5 6 The Engineer does not purport to be a safety expert, is not engaged in 7 that capacity under this Contract or the Engineer's contract with the 8 Contracting Agency. The Engineer does not have either the authority or 9 10 the responsibility to enforce construction safety laws, rules, regulations or procedures, or to order the stoppage of Work for claimed violations 11 thereof. From time to time, the Engineer may inform the Contractor of 12 conditions that may constitute safety issues or violations. Such 13 information will be provided solely to cooperate with and assist the 14 Contractor and shall not make the Engineer or Inspector responsible for 15 the enforcement of safety laws, rules, regulations or procedures. After 16 receiving information relating to safety issues from the Engineer, the 17 Contractor shall make its own examination and analysis of the situation 18 19 reported and take such action, if any, that the Contractor determines to be appropriate. The Engineer's performance of project representation and 20 observation services for the Contracting Agency shall not make the 21 Engineer responsible for the enforcement of safety laws, rules, 22 regulations or procedures. The Engineer also shall not be responsible for 23 construction means, methods, techniques, sequences, or procedures or 24 25 for the Contractor's failure to properly perform the Work, all of which are entirely the responsibility of the Contractor. 26 27 The Engineer shall have no liability whatsoever to, or contractual 28 relationship with, the Contractor in any way relating to this Contract. The 29 Contracting Agency and the Contractor must look solely to each other for 30 the enforcement with respect to any rights, obligations, claims or liabilities 31 arising under or in any way relating to the Contract. 32 33 Neither the Engineernor any of its assistants or agents shall have any 34 power to waive any obligation of the Contract. The Engineer's failure to 35 reject Work that is defective or otherwise does not comply with the 36 requirements of the Contract shall not constitute approval or acceptance �. 37 of the Work or relieve the Contractor of its obligations under the Contract, 38 notwithstanding that such Work have been estimated for payment or that 39 payments have been made for that Work. Neither shall such failure to 40 reject Work, nor any acceptance by the Engineer or by the Contracting 41 Agency of any part of or the whole of the Work bar a claim by the 42 Contracting Agency at any subsequent time for recovery of damages for 43 the cost of removal and replacement of any portions of the Work that do 44 not comply with the Contract. City of Bremerton East Park Stormwater Outfall G&O #15627 1-17 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 1-05.2 Authority of Assistants and (June 16, 2006 G&O GSP) This Section is supplemented with the followin 'The presence or absence of an Inspector at the Work site will be at the sole discretion of the Contracting AgenIcy and will not in any way relieve the Contractor of its responsibility tol properly perform the Work as required by the Contract Provisions. The Inspector does not purport to be a in that capacity under this Contract o Contracting Agency. The Inspector d responsibility to enforce construction procedures, or to order the stoppage thereof. From time to time, the Inspe conditions that may constitute safe information will be provided solely t Contractor and shall not make the Inst for the enforcement of safety laws, rule: receiving information relating to safety i the Contractor shall make its own situation reported and take such ac determines to be appropriate. The I representation and observation servic responsible for the enforcement of procedures; nor shall it make the Insp means, methods, techniques, sequel Contractor's failure to properly perform the responsibility of the Contractor. 1-05.4 Conformity With and Deviation from (February 15, 2008 G&O GSP) Delete this Section and replace it with the fol 1-05.4(1) Description safety expert, and is not engaged the Engineer's contract with the ies not have the authority or the safety laws, rules, regulations or of Work for claimed violations .tor may inform the Contractor of y issues or violations. Such cooperate with and assist the actor or the Engineer responsible , regulations or procedures. After sues from the Resident Engineer, xamination and analysis of the ion, if any, that the Contractor spector's performance of project ;s shall not make the Inspector ifety laws, rules, regulations or )ctor responsible for construction ces, or procedures, or for the :he Work, all of which are entirely ng: and Stakes The Contractor shall furnish all survey necessary for the construction of this project. The Contractor shall be responsible forisetting, maintaining and resetting (as may be required) all alignment stakes, slope stakes, and grades City of Bremerton East Park Stormwater Outfall G&O #15627 1-18 SPECIAL PROVISIONS - Continued 1 necessary for the construction of the roadbed, utilities, surfacing, paving, 2 sidewalks, fencing, walls, channelization, pavement markings, signing, 3 etc. Except for the survey control data furnished by the Contracting 4 Agency, any additional calculations, surveying, and measuring required 5 for utilizing and maintaining the necessary lines and grades shall be the 6 Contractor's responsibility. For record documents, survey horizontal and 7 vertical coordinates (top center) on the pipe minimum every 25 feet and at 8 every bend, fitting or change in slope and submit to the City. 9 10 The Contractor shall provide the Contracting Agency copies of any 11 calculations and staking data performed by the Contractor when 12 requested by the Engineer. 13 14 Stakes shall be marked in accordance with the Plans. When stakes are 15 needed ;that are not described in the Plans, then those stakes shall be 16 marked as directed by the Engineer. 17 18 The Contractor is responsible for locating and referencing those 19 monuments shown on the Plans of being removed or destroyed during 20 construction, and preparing the state forms for those monuments. All 21 survey markers, property corners, or monuments, obvious, or discovered 22 during work on this project shall be protected and preserved as specified 23 herein. In the event the Contractor disturbs or destroys any survey 24 marker during the course of construction, the Contractor shall bear all 25 costs of survey, resetting, legal claims, filing state forms, and any and all 26 costs associated with this item. The Contractor shall employ a licensed 27 land surveyor in good standing and registered in the State of Washington 28 and acceptable to the Contracting Agency and submit name, address and 29 telephone number of surveyor before starting construction. 30 31 The Contractor shall maintain a complete and accurate reference record 32 of all survey markers, monuments, property corners, etc., on this project. 33 No such marker, monument, pin, or point shall be removed or disturbed 34 prior to "reference" points being established by said land surveyor. Any 35 and all State forms required for temporary removal of such a marker, 36 monument, or property corner/stake shall be procured and processed by 37 the contractor's licensed land surveyor. A copy of this form(s) shall be 38 given to the Contracting Agency. 39 40 The Contractor shall protect all survey markers and intersection 41 monuments and, for such markers or monuments that must be, or are 42 accidentally disturbed during construction, the Contractor shall bear the 43 costs incidental to resetting such markers or monuments, . to include all 44 survey work. The disturbed markers/monuments shall be reset by a City of Bremerton East Park Stormwater Outfall G&O #15627 1-19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued licensed surveyor employed by the Contractor and approved by the Engineer. ' . . 1-05.5 Submittals (City of Bremerton GSP, New Section) 1-05.5(1) General The Contractor shall submit information for review by the Owner related to all material to be used on the project. Additional submittals are described in this section, as well as in Division 7. Each submittal shall be transmitted to the Owner with the Submittal cover sheet included in Appendix A. I'Jf the Contractor desires to use their own submittal cover sheet, it must be approved by the Owner'prior to use. Each submittal shall be uniquely numbered. Submittals and cover sheets may be transmitted to the Owner in the Adobe PDF format through email. 1-05.5(2) Required Submittals The Contractor shall provide the City all required submittals as identified -in this section, in Division 7, and where : identified elsewhere in the Contract Documents. n 1-05.5(2)A Submittals for the Preconstruction Conference The following items shall be submitted at the preconstruction conference prior to the Notice to Proceed. For each item, submits 3 hard copies and an electronic; copy on a USB thumb drive. 1. Contractor's; and Subcontractor's Contact Information: Names and 24-hour !contact telephone numbers of contractor's and each subcontractor's key personnel identified in Standard Specifications Section 1-05.13. 2. Contractor's! Labor Classifications and Rates: Classification of all workers''' to be employed; by the Contractor and its subcontractors in the work; excluding the Contractor's Superintendent and General Foremen (if any), and; straight -time and overtime Weighted Wage Rates for each submitted labor classification,', computed as required in Standard Specification City of Bremerton East Park Stormwater Outfall G&O #15627 1-20 � li - SPECIAL PROVISIONS - Continued � Y 1 Section 1-09.6. Update and resubmit the entire labor classification 2 file whenever worker classifications are changed, added or 3 deleted. Electronic copy shall be in MS Excel. i� 4 5 3. Contractor's Equipment Classifications and Rates: Make and 6 model of each item of equipment and small tools to be employed 7 by the Contractor and its subcontractors in the work, and; working 8 and standby (idle) hourly rates for each submitted item of 9 equipment, computed as required by Standard Specification 10 Section 1-09.6 and the AGC/WSDOT Equipment Rental Rate 11 Agreement referenced therein. Update and resubmit this entire 12 equipment classification file whenever equipment or small tools 13 classifications are changed, added or deleted. Electronic copy 14 shall be in MS Excel. 15 16 4. Contractor's Progress Schedule (Type A): Progress schedule 17 identified in Special Provisions Section 1-08.3(2)A. Format shall 18 19 be Microsoft Project or software equal. 20 5. Cost breakdown for lump sum items (Schedule • of Values), if 21 22 applicable. 23 6. Traffic Control and Erosion Control Supervisor Certifications: 1 24 Include names, certifications, and contact information. 25 \� 26 7. List of all Subcontractors, including: 27 28 a. Percentage value of work assigned. 29 b. Principal contact(s). 30 C. Address 31 d. Telephone and fax numbers. 32 33 8. List of all requested exceptions to the Contract Documents. 34 35 Note: see 1-08.0(1) Preconstruction Conference 36 37 1-05.5(2)B Construction Submittals 38 39 The following items shall be submitted at least two weeks prior to the associated 40 construction activity to allow ample time for review and resubmittal if necessary. 41 42 - Catalog information and data sheets for all materials to be installed 43 on project (See section on technical submittals and shop 44 drawings.) City of Bremerton East Park Stormwater Outfall G&O #15627 1-21 � li 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued - Temporary Bypass Plans for Section 7-08). - Temporary Traffic Control Plans f - Certification for Traffic Control Su - Spill Control and Prevention information. Weekly look -ahead schedule per Any other construction -related su Contract Documents. i 1-05.5(2)C Technical Submittals (Shop D 11 individual pipe sections (See each area. rvisor (TCS). in, including 24-hour contact -08.3(2)D. mittal identified elsewhere in the S) In addition to notification ;of material suppliers and fabricators, the Contractor shall also furnish for the' Engineer's review and approval all required shop drawings. Shop drawings are defined as drawings or c items, shall be fabricated, manufactured, c 11 required for all shop, field fabricated or manuf information necessary for fihe fabrication and i conformance with these contract documents. not be limited to: ita, which illustrate how specific installed. Shop drawings are ctured items and shall include all stallation of the item and to show Fhe information shall include, but 1. For fabricated items or °those constructed in place, component sizes, layout,' materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and jacking equipment. 2. Shop drawings for reinforced concrete structures shall include, but not be limited,', to, reinforcement bending and placing drawings. 3. Piping Fabrication and Placement; Drawings. 4. Erection Drawings. 5. Diagrams, Illustrations and Data (product, design, or other). Manufacturers' standard catalog information and details maybe submitted; however, standard manufacturers' information and advertising literature may not necessarily be sufficient. I Samples: Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the .Work will be judged. Samples submitted shall be of City of Bremerton East Park Stormwater Outfall G&O #15627 1-22 SPECIAL PROVISIONS - Continued 1 sufficient size and quantity to clearly illustrate functional characteristics of 2 products or materials and full range of colors available. 3 4 1-05.5(2)D Additional Administrative Submittals 5 6 The following administrative submittals shall be submitted when noted: 7 8 - Retainage account information - Submit prior to first invoice 9 - Intent to Pay Prevailing Wage Rates for prime contractor and 10- subcontractors - Submit prior to performing any work at the site. 11 Certified Payrolls - Submit weekly. 12 - Affidavit of Wages Paid - Submit prior to release of retainage. 13 - Form titled "Acceptance of Compensation and Release of All 14 Claims". Submit prior to final payment. 15 - Additional submittals where identified in the Contract Documents 16 and as requested by the Engineer. 17 18 19 1-05.5(4) Submittal Review Process 20 1-05.5(4)A Submittal Transmittal Procedure 21 22 When the Contract Documents require a submittal, the Contractor shall submit 23 the specified information to the designated City representative via email in 24 Adobe PDF format using the cover sheet included in Appendix A. Each 25 submittal shall have a unique number. Only include related items within a single 26 submittal. When multiple items are included, these shall be numbered (e.g., if 27 Submittal #4 has three items, these shall be 4.A, 4.13, and 4.C) 28 29 Submittals which are incomplete and/or do not have all the information required 30 to be submitted, including but not limited to a signed and dated submittal 31 transmittal form, and copy of marked -up specifications and/or drawings when 32 specified, are not acceptable and will be returned without review. All submittal 33 information provided by subcontractors shall be transmitted through the 34 Contractor and shall bear the Contractor's signature. 35 36 1-05.5(4)B Submittal Review and Effect 37 38 Unless otherwise specified, within 14 calendar days after receipt of a submittal 39 for review and comment, the City shall review the submittal and return the 40 reviewed copy with the transmittal cover sheet via e-mail in Adobe PDF format. 41 42 1. If the review indicates that the material or equipment complies with '�- 43 the project manual, submittal copies will be marked "NO 44 EXCEPTIONS TAKEN." In this event, the Contractor may begin to City of Bremerton East Park Stormwater Outfall G&O #15627 1-23 i - 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued incorporate the material or equips 2. If the review iindicates limited cc be marked "MAKE CORRECTIO begin incorporating the materia submittal ini, accordance with submittal information will be inco copy shall be provided. ,11 3. If the reviewa� reveals that the st incorrect data, copies will be m, Except at his own risk, the Coi covered by this submittal until it I returned marked either "NO E CORRECTIONS NOTED." 4. If the review indicates that the m, does not comply with the Cor submittal will be marked "R Submittals with deviations which may be rejected: Except at his undertake the work covered k submittal is made and returned TAKEN" or "MAKE CORRECTIOI nt covered by the submittal. rections are required, copies will IS NOTED." The Contractor may and equipment covered by the the noted corrections. Where )orated in O&M data, a corrected ►mittal is insufficient or contains ked "AMEND AND RESUBMIT." ractor shall not undertake work is been revised, resubmitted and CEPTIONS TAKEN" or "MAKE serial, equipment, or work method ract Documents, copies of the :JECTED - SEE REMARKS." have not been identified clearly Nn risk, the Contractor shall not r such submittals until a new larked either "NO EXCEPTIONS S NOTED." 5. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked "PRODUCT DATA/NOT REVIEWED." Acceptability of the material, 1 equipment, or work shall be determined under normal inspection procedures. Review of drawings or linformation regardi g materials or equipment the Contractor proposes ' to, provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer or employee thereof, and thei Contractor shall have no claim under the contract on account of the failure, or partial failure, of material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no objection to ;the Contractor, upon his own responsibility, using the plan or method of work proposed, or providing the materials or equipment pro"posed. Approval of shop drawings or other submittal conformance with the design concept of the City of Bremerton East Park Stormwater Outfall G&O #15627 1-24 s by the City is only for general product and general compliance SPECIAL PROVISIONS - Continued 1 with the Contract Documents. Any action required is subject to the requirements 2 of the Plans and Specifications. The Contractor is responsible for dimensions 3 which shall be confirmed and correlated at the job site, coordination of his work 4 with that of all other trades, and the satisfactory performance of his work. 5 6 1-05.7 Removal of Defective and Unauthorized Work 7 (June 16, 2006 G&O GSP) 8 9 This Section is supplemented with the following: 10 11 If the Contractor fails to remedy defective or unauthorized work within the 12 13 time specified in a written notice from the Contracting Agency, or fails to perform any part of the Work required by the Contract, the Engineer may 14 correct and remedy such work as may be identified in the written notice 15 16 with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. 17 18 19 If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency or urgent situation, the 20 Contracting Agency may have the defective work corrected immediately, 21 have the rejected work removed and replaced, or have work that the 22 Contractor refuses or fails to perform completed by others. An emergency 23 or urgent situation is any situation when, in the opinion of the Engineer, a 24 delay in taking remedial action could be potentially unsafe and may cause 25 risk of personal injury, property damage, or economic loss to the public, 26 the Work, or the Contracting Agency. 27 28 Direct or indirect costs incurred by the Contracting Agency attributable to 29 correcting and remedying defective or unauthorized work, or work the 30 Contractor failed or refused to perform, shall be paid by the Contractor. 31 Payment will be deducted by the Contracting Agency from monies due, or 32 to become due, the Contractor. Such direct and indirect costs shall 33 include, without limitation, compensation for additional professional 34 services required, and costs for repair and replacement of work of others 35 destroyed or damaged by correction, removal, or replacement of the 36 Contractor's defective or unauthorized work. 37 38 No extension of the Contract time or additional compensation will be 39 allowed because of any delay in the performance of the Work attributable 40 to the Contracting Agency's exercise of its rights provided by this Section. 41 42 The rights provided to the Contracting Agency by this Section shall not 43 diminish the Contracting Agency's right to pursue any other or additional City of Bremerton East Park Stormwater Outfall G&O #15627 1-25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued remedy with respect to the .Contractor': required. 1-05.11 Final Inspection (June 16, 2006 G&O GSP) Delete this Section and replace it with the foll failure to perform the Work as H 1-05.11 Final Inspections and Operational Testing (New Section) (June 16, 2006 G&O GSP) i 1-05.11(1) Substantial Completion Date When the Contractor considers the Woi Contractor shall notify the Engineer Engineer establish j.the Substantial Cc notice shall list the specific items of the in order to achieve � physical completio inspection of the Work with the Cont completion. The Engineer may also es Date unilaterally. If, after inspection, the Engineer coni Work is substantially complete and Engineer, by writteni notice to the Contr Completion Date. If, after inspection, ti Work to be substantially complete an Engineer will' notifyi the Contractor in therefore. Upon receipt of written notice eith Completion Date or informing the C substantially complete, whichever is pursue vigorously, 'diligently and withc work necessary to reach substantial co of the Work. The Contractor shall prc schedule indicating When the�Contracto physical completion of the Work. to be substantially complete, the n writing and request that the ipletion Date. The Contractor's 'York that remain to be completed . The Engineer will schedule an actor to determine the status of iblish the Substantial Completion rs with the Contractor that the Cady for its intended use, the tor, will establish the Substantial Engineer does not consider the ready for its intended use, the rriting and provide the reasons r establishing the Substantial ntractor that the Work is not pplicable, the Contractor shall it unauthorized interruption, the ipletion and physical completion ,ide the Engineer with a revised expects to reach substantial and The above process Ishall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete ,and ready for final inspection. I City of Bremerton East Park Stormwater Outfall G&O #15627 1-26 SPECIAL PROVISIONS - Continued 1 1-05.11(2) Final Inspection and Physical Completion Date 2 3 When the Contractor considers the Work to be physically complete and 4 ready for final inspection, the Contractor shall provide written notice to the 5 Engineer requesting a final inspection. The Engineer will then schedule a 6 date for final inspection. The Engineer and the Contractor will then make 7 a final inspection, and the Engineer will notify the Contractor in writing of 8 all particulars in which the final inspection reveals the Work to be 9 incomplete or unacceptable. The Contractor shall immediately take such 10 corrective measures as are necessary to remedy the listed deficiencies. 11 Corrective work shall be pursued vigorously, diligently, and without 12 13 interruption until the listed deficiencies have been completed. This process will continue until the Contracting Agency is satisfied the listed 14 deficiencies have been corrected and the Work is physically complete. 15 16 If action to .correct the listed deficiencies is not initiated within seven days 17 after receipt of the written notice listing the deficiencies, the Contracting 18 19 Agency may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. 20 The Contractor will not be allowed any extension of the Contract time or 21 additional compensation because of a delay in the performance of the 22 Work attributable to the exercise of the Contracting Agency's rights 23. hereunder. 24 25 Upon correction of all deficiencies, the Engineer will notify the Contractor 26 and the Contracting Agency, in writing, of the date upon which the Work 27 was considered physically complete. That date shall constitute the 28 Physical Completion Date of the Contract, but shall not constitute 29 acceptance of the Work or imply that all the obligations of the Contractor 30 under the Contract have been fulfilled. 31 32 1-05.13 Superintendents, Labor and Equipment of Contractor 33 (August 14, 2013 APWA GSP) 34 35 Delete the sixth and seventh paragraph of this Section. 36 37 1-05.15 Method of Serving Notices 38 (March 25, 2009 APWA GSP) 39 40 Revise the second paragraph to read: 41 42 All correspondence from the Contractor shall be directed to the Project _= 43 Engineer. All correspondence from the Contractor constituting any 44 notification, notice of protest, notice of dispute, or other correspondence City of Bremerton East Park Stormwater Outfall G&O #15627 1-27 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SPECIAL PROVISIONS - Continued constituting notification required to be f be in paper format, hand delivered or sEl Project Engineer's'; office. Electronic electronically delivered copies of corres notice and will not comply with the requii rnished under the Contract, must nt via mail delivery service to the formats such as e-mails or )ondence will not constitute such ements of the Contract. Add the following new section: 1-05.16 Water andi Power (New Sectian) There is a fire hydrant approximately 200 feet from the top of the slope. A hydrant meter can be obtained for a $2,000 deposit. There will be no charge for water used on the project unless deemed wasteful. Contact City staff Joe Keller at (360) 473-5343 or Paul Wandling at (360) 473- 2351 to obtain a hydrant meter. The Contractor shall make indepe power. il 1-06 CONTROL OF MATERIAL 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this Section, including its subsections, The Contractor shall make their best E the construction of the project. Appro, detailed elsewhere in the Standard Spi Prior to Physical Completion the Cont recycled materials that were utilized in each of the items listed in Section 9-0. mix asphalt, recycled concrete aggreg slag and other recyicled materials (e.g. aggregates from concrete returned to report shall be provided on 'DOT f( Reporting. City of Bremerton East Park Stormwater Outfall G&O #15627 1-28 ent arrangements for electrical replace it with the following: rt to utilize recycled materials in of such material use shall be as ications. actor shall report the quantity of he construction of the project for 21. The report shall include hot te, recycled glass, steel furnace utilization of on-site material and the supplier). The Contractor's 'm 350-075 Recycled Materials r 1 11 1 1 D 1 r 1 1 SPECIAL PROVISIONS - Continued 1 1-07.1 Laws to be Observed 2 (June 16, 2006 G&O GSP) 3 4 This Section is supplemented with the following: 5 6 In cases of conflict between different safety regulations, the more 7 stringent regulation shall apply. 8 9 The Washington State Department of Labor and Industries shall be the 10 sole and paramount administrative agency responsible for the 11 administration of the provisions of the Washington Industrial Safety and 12. Health Act of 1973 (W ISHA). 13 14 All Work under this Contract shall be performed in a safe manner. The 15 Contractor and all Subcontractors shall observe all rules and regulations 16 of the Washington State Department of Labor and Industries, rules and 17 regulations of OSHA, WISHA or any other jurisdiction, and all other 18 applicable safety . standards. The Contractor shall be solely and 19 completely responsible for conditions of the job site, including safety of all 20 persons and property during performance of the Work. This requirement 21 shall apply continuously and not be limited to normal working hours. 22 23 The Engineer's review of the Contractor's work plan, safety plan, 24 construction sequence, schedule or performance does not and is not 25 intended to include review or approval of the adequacy of the Contractor's 26 safety measures in, on, or near the construction site. The Engineer does 27 not purport to be a safety expert, is not engaged in that capacity under 28 this Contract, and has neither the authority nor the responsibility to 29 enforce construction safety laws, rules, regulations, or procedures, or to 30 order the stoppage of Work for claimed violations thereof. 31 32 The Contractor shall exercise every precaution at all times for the 33 prevention of accidents and the protection of persons (including 34 employees) and property. All exposed moving parts of equipment 35 capable of inflicting injury by accidental contact shall be protected with 36 sturdy removable guards in accordance with applicable safety 37 regulations. 38 City of Bremerton East Park Stormwater Outfall G&O #15627 1-29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued (April 3, 2006) Confined Space Confined spaces are known to exist at the Manholes, catch basins, and utility vau The Contractor shall be fully responsible for t workers and compliant with Washington Admin The Contractor shall prepare and implement work. No work shall be performed in or adjaci Contractor has prepared and implemented the All costs to prepare and implement the included in the bid prices for the various i space work. 1-07.2 Sales Tax Delete this section, including its subsections, the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) ng locations: safety and health of all on-site ative Code (WAC 296-809). confined space program for the nt to the confined space until the ;onfined space program. nfined space program shall be ms associated with the confined in its entirety and replace it with The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(111) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency;will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be `included. Section 1T07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA funded project;) only if the Contractor has obtained from the Washington State Delartment of Revenue a certificate showing that all contract -related .taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of City of Bremerton East Park Stormwater Outfall G&O #15627 1-30 SPECIAL PROVISIONS - Continued 1 Revenue, whether the amount owed relates to this contract or not. Any 2 amount so deducted will be paid into the proper State fund. 3 4 1-07.2(1) State Sales Tax — Rule 171 5 6 WAC 458-20-171, and its related rules, apply to building, repairing, or 7 improving streets, roads, etc., which are owned by a municipal 8 corporation, or political subdivision of the state, or by the United States, 9 and which are used primarily for foot or vehicular traffic. This includes 10 storm or combined sewer systems within and included as a part of the 11 street or road drainage system and power lines when such are part of the 12 roadway lighting system. For work performed in such cases, the 13 Contractor shall include Washington State Retail Sales Taxes in the 14 various unit bid item prices, or other contract amounts, including those 15 that the Contractor pays on the purchase of the materials, equipment, or 16 supplies used or consumed in doing the work. 17 18 1-07.2(2) State Sales Tax — Rule 170 19 20 WAC 458-20-170, and its related rules, apply to the constructing and 21 22 repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, 23 roads, highways, etc., owned by the state of Washington; water mains 24 25 and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a 26 street or road drainage system; telephone, telegraph, electrical power 27 28 distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; 29 and installing or attaching of any article of tangible personal property in or 30 to real property, whether or not such personal property becomes a part of 31 the realty by virtue of installation. 32 33 For work performed in such cases, the Contractor shall collect from the 34 Contracting Agency, retail sales tax on the full contract price. The 35 Contracting Agency will automatically add this sales tax to each payment 36 to the Contractor. For this reason, the Contractor shall not include the 37 retail sales tax in the unit bid item prices, or in any other contract.amount 38 subject to Rule 170, with the following exception. 39 . 40 Exception: The Contracting Agency will not add in sales tax for a payment 41 the Contractor or a subcontractor makes on the purchase or rental of 42 tools, machinery, equipment, or consumable supplies not integrated into 43 the project.. Such sales taxes shall be included in the unit bid item prices 44 or in any other contract amount. City of Bremerton East Park Stormwater Outfall G&O #15627 1-31 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 1-07.2(3) Services �. The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.6 Permits and Licenses This Section is supplemented with the followi (September 20, 201 0) The Contractor shall be required to obtain a City of Bremerton business license. All costs tooprepare and obtain the license shall be included in the bid prices. The Contracting Agency has obtained the below -listed permit(s) for this project. A copy of the permit(s) is attached as an appendix for informational purposes. All contacts with the permitting agency concerning the below -listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. Washington State 'Department of Fish and Wildlife Hydraulic Project Approval (HPA) has been obtained for this project and is included in an Appendix. All the requirements in the permit must be met during the entirety of the work. A building permit has been obtained for this project. All fees have already been paid for the permit. The Contractor shall pick up the permit at the City of Bremerton Department of Community Development (DCD) located at the Norm Dicks Government Center prior to the work and it shall be kept at the site. 1-07.7- Load Limits (March 13, 1995) This Section is supplemented with the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than Contracting Agency roads, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. City of Bremerton , East Park Stormwater Outfall G&O #15627 1-32 SPECIAL PROVISIONS - Continued 1 1-07.13 Contractor's Responsibility for Work 2 (March 31, 2010 G&O GSP) 3 4 1-07.13(1) General 5 6 Delete this Section in its entirety and replace it with the following: 7 8 All work and material for the contract, including any change order work, 9 shall be at the sole risk of the Contractor until the entire improvement has 10 been completed as determined by the Engineer, except as provided in 11 this Section. 12 13 The Contractor shall rebuild, repair, restore, and make good all damages 14 to any portion of the permanent or temporary work occurring before the 15 physical completion date and shall bear all the expense to do so. 16 17 If the performance of the work is delayed as a result of damage by others, 18 an extension of time will be evaluated in accordance with Section 1-08.8. 19 20 Nothing contained in this Section shall be construed as relieving the 21 Contractor of responsibility for, or damage resulting from, the Contractor's 22 operations or negligence, nor shall the Contractor be relieved from full 23 responsibility for making good any defective work or materials as provided 24 for under Section 1-05. 25 26 1-07.16 (1) Private/Public Property 27 (August 1, 2009 G&O GSP) 28 29 This Section is supplemented with the following: 30 31 The Contractor shall keep the Work site, staging areas, and Contractor's 32 facilities clean and free from rubbish and debris. Materials and 33 equipment shall be removed from the site when they are no longer 34 necessary. 35 36 Damage and Claims 37 38 Along the street to be improved there are privately owned improvements 39 on the properties abutting the right-of-way. Even though all reasonable 40 precaution is to be taken by the Contractor, these improvements may in 41 some instances be damaged. In the event such occurs, and claims for 42 damages are filed by the property owners, the Contracting Agency will 43 require the Contractor to provide evidence that the Contractor has 44 requested its insurance company to contact the claimant. Any settlement City of Bremerton East Park Stormwater Outfall G&O #15627 1-33 SPECIAL PROVISIONS - Continued 1 for claims for damage to private property shall be by and between the 2 claimant, the Contractor, and the Contractors insurance company. 3 4 1-07.17 Utilities and Similar Facilities 5 (January 3, 2012) 6 7 This Section is supplemented with the following: 8 9 Locations and dimensions shown in the Plans for existing, facilities are in 10 accordance with available informatio i obtained without uncovering, 11 measuring, or other verification. 12 13 Utility Locations 14 15 The following addresses and telephor`le numbers of utility companies 16 known or suspected of having facilitiles within the project limits are 17 supplied for the Contractor's convenience. 18 19 20 Telephone Water/Sanitary Sewer CenturyLink City of Bremerton Dan O'Toole Ned Lever 611 6th Street 302 Olympus Drive Bremerton, WA 98337 Bremerton, WA 98310 360 478-5930 360 473-2398 Storm Sewer Gas City of Bremerton Cascade Gas Bill Davis Mikei Dunn 3027 Olympus Drive 6313 Kitsap Way Bremerton, WA 98310 Bremerton, WA 98312 360 473-2312 360 373-1403 Power Cable Puget Sound Energy Comcast Tom Brobst Jim 11_eCompte 6522 Kitsap Way 1225 Sylvan Way Bremerton, WA 98312 BrenIlerton, WA 98310 360 475-7070 3601 340-1288 Fiber Optic Cable Fiber Optic Cable Convergence Technologies Kitsap Co. PUD John Stockwell MattiHensen 900 Sheridan Road, 1431 Finn Hill Road Bremerton, WA 98310 Poulsbo, WA 98370 360 405-1231 360 509-8925 City of Bremerton East Park Stormwater Outfall G&O #15627 1-34 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3 SPECIAL PROVISIONS - Continued 1-07.17(2) Utility Construction, Removal, or Relocation by Others (February 15, 2008 G&O GSP) Delete this Section in its entirety and replace with the following: Any authorized agent of the Contracting Agency or utility owners may enter the right-of-way to repair, rearrange, alter, or connect their equipment. The Contractor shall cooperate with such effort and shall avoid creating delays or hindrances to those doing the work. As. needed, the Contractor shall arrange to coordinate work schedules. The Contractor shall carry out the Work in a way that will minimize interference and delay for all forces involved. Any costs incurred prior to the utility owners anticipated completion (or if no completion is specified, within a reasonable period of time) that results from the coordination and prosecution of the Work regarding utility adjustment, relocation, replacement, or construction shall be at the Contractor's expense as provided in Section 1-05.14. The Contractor shall coordinate all work with the various utility companies and their Contractors. The Contractor, when scheduling his work crews, shall use production rates that anticipate the need to provide block-outs and/or gaps in the driveways, curb and gutter, and/or pavement sections where existing utility structures currently exist, and then come back at a later time to construct the missing sections after the utility has been relocated or adjusted by the applicable utility. The Contractor shall assume that the utilities will not be relocated prior to construction of this project nor at his convenience during the course of construction. As such, the Contractor shall assume such, and schedule his crews and his subcontractors to remobilize to the various sites and temporarily relocate his or his subcontractor's crews to other areas of the project and complete other unaffected portions of the project in order to coordinate the relocation of the utilities with the various utility companies. There shall be no additional money or time due the Contractor for leaving gaps or for buck -out construction, remobilization, demobilization, out of sequence construction, relocation of work crews, and construction of curb, gutter, or driveway patches after the utility has been relocated. It is the intent of these Specifications that the Contractor diligently pursue other work on the site when such conflicts occur and recognize and plan for the inherent inefficiencies and impaired production rates. City of Bremerton East Park Stormwater Outfall G&O #15627 1-35 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued Payment All costs.to comply with this Section ar unless otherwise stated, are incidenl responsibility of the Contractor... The C costs in the bid prices of the Contract. 1-07.18 Public Liability and Property (November 24, 2010 G&OGSP) Delete this Section and replace it with the foll 1-07.18(1) General Requirements A. The Contractor shall pi described in all subsectii Provisions, from insurers less than A — VII and licer Washington. The Contra( approve or reject the in., insurer (including financia the Certificate of InsurancE d repair specified in this Section, 31 to the Contract and are the ontractor shall include all related Insurance a ocure and maintain insurance )ns of 1-07.18 of these Special ✓ith a current A.M. Best rating not sed to do business in the state of .ting Agency reserves the right to �urance provided, based on the condition), terms and coverage, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion Date, unless otherwise indicated. C. All insurance coverage required by this section shall be written and provided by "occurrence -based" policy forms ratherjrthan by "claims made" forms. 0 E. F The ihsurance policies shall contain a "cross liability" provision. The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. Any insurance, self-insurance or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. The Contractor shall provide the Contracting Agency and all Additional Insured with written notice of any policy City of Bremerton East Park Stormwater Outfall G&O #15627 1-36 SPECIAL PROVISIONS - Continued 1 cancellation and the date of effective cancellation within 2 2 business days of receipt. 3 4 G. The Contractor shall not begin work under the Contract until 5 the required insurance has been obtained and approved by 6 the Contracting Agency. 7 8 H. Failure on the part of the Contractor to maintain the 9 insurance as required shall constitute a material breach of 10 Contract, upon which the Contracting Agency may, after 11 giving 5 business days' notice to the Contractor to correct 12 13 the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any 14 and all premiums in connection therewith, with any sums so 15 16 expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, 17 offset against funds due the Contractor from the Contracting 18 19 Agency. 20 I. All costs for insurance shall be incidental to and included in 21 the unit or lump sum prices of the Contract and no additional 22 payment will be made. 23 24 1-07.18(2) Additional Insured 25 26 All insurance policies, with the exception of Workers Compensation, shall 27 name the following listed entities as additional insured(s) using the forms 28 or endorsements required herein: 29 30 • The Contracting Agency and its officers, elected officials, 31 employees, agents, and volunteers; 32 • Gray & Osborne, Inc. 33 34 The above -listed entities shall be additional insured(s) for the full 35 available limits of liability maintained by the Contractor, irrespective of 36 whether such limits maintained by the Contractor are greater than those 37 required by this Contract, and irrespective of whether the Certificate of 38 Insurance provided by the Contractor pursuant to 1-07.18(4) describes 39 limits lower than those maintained by the Contractor. 40 41 1-07.18(3) Subcontractors i42 43 Contractor shall ensure that each subcontractor of every tier obtains and 44 maintains at a minimum the insurance coverages listed in 1-07.18(5)A City of Bremerton East Park Stormwater Outfall G&O #15627 1-37 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued and 1-07.18(5)6. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Verification of Coverage The Contractor shall deliver to the Con Insurance and endorsements for each requirements set forth herein when th Contract for the work. The certificate a the following requirements: acting Agency a Certificate(s) of policy of insurance meeting the Contractor delivers the signed d endorsements must conform to 1. An A;CORD certificate or a form determined by the Contracting Agency to be equivalent. The certificate or an endorsement form shall indicate the Contractor's insurance is primary and non, contribtllatory. 2. The Contractor shall obtain endorsement forms CG 2010 07 04, CO 2032 07 04 and CG 2037 07 04 or the equivalent of each,'naming the Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s) and showing the policy number. If the Contractor is unsuccessful in securing these endorsements after exerting commercially reasonable efforts;, the Contractor shall obtain other endorsements providing equivalent protection to the Additional Insured. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. Commercially reasonable efforts shall be evidenced by a signed statement by the Contractor's insurance broker indicating that endorsemer��t forms CG 2010 07 04, CG 2032 07 04 and CG 2037 07 04 are not available and the endorsements submitted provide equivalent protection to the Additional Insured. 3. Any other amendatory endorsements to show the coverage required herein. 4. Upon „ request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk Insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the Work. City of Bremerton East Park Stormwater Outfall G&O #15627 1-38 II 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 t 30 31 32 33 34 1 1 SPECIAL PROVISIONS - Continued 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of 3 years following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap/Employers' Liability $1,000,000 $1,000,000 $1,000,000 City of Bremerton East Park Stormwater Outfall G&O #15627 Each Accident Disease - Policy Limit Disease - Each Employee 1-39 1 2 3 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued 1-07.18(5)B Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit each accident 1-07.18(5)C Workers' Compensation. The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.18(5)D Excess or Umbrella LiabiMity The Contractor shall provide Excess oUmbrella Liability coverage with limits not less than $2 million per occurrence and annual aggregate. This excess or umbrella liability coverage shall be excess over and at least as broad in coverage as the Contractor'; Commercial General and Auto Liability insurance. I This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic (May 7, 2007 G&O GSP) Delete the second paragraph of this Section and replace it with the following: To disrupt public traffic as little as poslsible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies i not caused by the Contractor's operations shall be repaired by the Contractor when directed in writing by'the Engineer, at the Contracting Agency's expense. The Contractor sElall also maintain roads, streets, sidewalks, and paths adjacent to the p oject limits when affected by the City of Bremerton East Park Stormwater Outfall G&O #15627 1-40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued Contractor's operations. Snow and ice control will be performed by the Contracting Agency or the Project will be shutdown at the Contracting Agency's discretion. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and street lighting systems in operation as the Work proceeds. 3. . Maintain the striping on the roadway. 4. Maintain existing permanent signing. 5. Keep drainage systems clean and allow for unobstructed flow of water. 1-07.24 Rights of Way (November 30, 2015 G&O GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired City of Bremerton East Park Stormwater Outfall G&O #15627 1-41 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. The Contractor shall be responsible f liability to the Contracting Agency, any that the Contractor .may desire for storage of materials, or other Contract( any private property, whether adjoininc shall file with the Engineer a written p owner, and, upon vacating the premi property owner of each property disturb reasons of construction pursued under 1 be signed by the private property owner owner of the private property affected, granted to use the property and all nece or, in the case of a release, that the re: satisfactorily accomplished. The sta number, address, and date of signatur( with the Engineer before the Completion PUBLIC NOTIFICATION it providing, without expense or dditional land and access thereto E)mporary construction facilities, r needs. However, before using the work or not, the Contractor �,rmission of the private property ,es, a written release from the �d or otherwise interfered with by its contract. The statement shall or proper authority acting for the >tating that permission has been ;sary permits have been obtained toration of the property has been ament shall include the parcel . Written releases must be filed Date will be established. Each property owner shall be given a i inimum of 2 working days' notice prior to entry upon the owner's property) by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall notify all resident and businesses within 300 feet from the edge of the Work area prior th� performing any Work under this Contract. Notification shall be made to ensure th 1. Parked vehicles are 2. The public is aware th'lt access may be temporarily impeded; l� 3 The public is aware that private improvements within the Work area may be impacted. City of Bremerton East Park Stormwater Outfall G&O #15627 1-42 t 1 1 SPECIAL PROVISIONS - Continued 1 Notification shall be as follows: 2 3 A. Pre -notification to residents, and businesses shall be 4 provided indicating the Contractor's intended construction 5 schedule. This notification shall precede the work by a 6 minimum of 10 calendar days. Wording shall be approved 7 by the Contracting Agency prior to the performance of any 8 Work. 9 10 B. Final notification shall state the exact construction start 11 date, after which any private improvements that remain 12 within the right-of-way and/or easements will be subject to 13 removal or relocation by the Contractor as indicated on the 14 Plans and Section 1-07.16. This notification shall be made 15 a minimum of 2 working days in advance of the construction 16 start date. 17 18 Any delay or shut down in the continuous prosecution of the Work, as 19 specified, shall require another notification as described herein. 20 21 Payment 22 23 All costs to comply with this Section are incidental to the Contract and are 24 the responsibility of the Contractor. The Contractor shall include all 25 related costs in the bid prices of the Contract. 26 27 1-08 PROSECUTION AND PROGRESS 28 29 Add the following new section: 30 31 1-08.0 Preliminary Matters (New Section) 32 (May 25, 2006 APWA GSP) 33 34 1-08.0(1) Preconstruction Conference 35 (October 10, 2008 G&O GSP) 36 37 Prior to the Contractor beginning the Work, a preconstruction conference 38 will be held between the Contractor, the Contracting Agency, the 39 Engineer and such other persons as may be invited. The purpose of the 40 preconstruction conference will be: 41 42 1. To review the initial progress schedule; 43 City of Bremerton East Park Stormwater Outfall G&O #15627 1-43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 2. 3 4 To establish a working persons associated with c nderstanding among the various affected by the Work; To establish and review 'procedures for progress payment, notifications, approvals, submittals, etc.; To establish normal working hours for the Work; 5. To review traffic control; and 6. To discuss such other the Work. 7. Discuss and review I (see S.P. 1-05.5(2)A). Add the following new section: 1-08.0(2) Hours of Work (City of Bremerton GSP) items as may be pertinent to struction conference submittals Delete the existing text and replace withi the following: Except in the case of emergency, or unless otherwise approved or directed 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 A 10 -hour work day four days per week will also be permitted by the Owner upon written request by the Contractor. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p., I , i. on any day; or longer than the regularly scheduled workday (8 1or 10 hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least 7 days in advance. If the Owner approves work bet 7:00 a.m. during weekdays and City of Bremerton East Park Stormwater Outfall G&O #15627 1-44 the hours of 10:00 p.m. and sen the hours of 10:00 p.m. 1 SPECIAL PROVISIONS - Continued 1 City of Bremerton East Park Stormwater Outfall G&O #15627 1-45 1 and 9:00 a.m. on weekends or holidays, it will be subject to noise 2 control requirements. Approval to continue work during these hours 3 may be revoked at any time the Contractor exceeds the 4 Contracting Agency's noise control regulations or if complaints are 5 received from the public or adjoining property owners regarding the 6 noise from the Contractor's operations. The Contractor shall have 7 no claim for damages or delays should such permission be 8 revoked for these reasons. If requesting to work at night, at least 7 9 days of notice to the City shall be given to allow time for the City i 10 inspector to adjust their schedule. ■ 11 12 The Engineer may require designated representatives to be 13 present during the work. Representatives who may be deemed 14 necessary by the Engineer include, but are not limited to: survey 15 crews; personnel from the Contracting Agency's material testing 16 lab; inspectors; and other Contracting Agency employees when in 17 the opinion of the Engineer, such work necessitates their presence. 18 19 The Contractor will be required to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting 20 Agency representatives who worked during such times. 21 22 If the Owner permits the Contractor to work outside the agreed 23 upon work hours, this does not imply that the Owner agrees to pay 24 for any wages or costs associated with overtime or extra work. 25 Costs associated with overtime work shall always be borne by the 26 Contractor, unless the Owner specifically directs in writing that 27 overtime work must be used to accomplish a task. 28 29 1-08.1 Subcontracting 30 (July 23, 2015 APWA GSP) 31 32 Delete the eighth paragraph and replace it with the following: 33 , 34 On all projects funded with federal assistance the Contractor shall submit 35 "Quarterly Report of Amounts Credited as DBE Participation" (form 422- 36 102 EF) on a quarterly basis, in which DBE Work is accomplished, for 37 every quarter in which the Contract is active or upon completion of the 38 project, as appropriate. The quarterly reports are due on the 20th of April, ® 39 July, October, and January for the four respective quarters. �I 40 41 City of Bremerton East Park Stormwater Outfall G&O #15627 1-45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit five copies later than at the preconstruction cor agreed upon submittal time. The sche (CPM) schedule, bar chart, or o Regardless of which format used, the path. The Engineer will evaluate the approve or return the schedule for cor receiving the submittal. 1-08.3(2)D Three Week Look Ahead Sched (August 2009 G&O GSP),, of a Type A Progress Schedule no ference, or some other mutually Jule may be a critical path method her standard schedule format. schedule shall identify the critical Type A Progress Schedule and rections within 5 calendar days of This Section is supplemented with the following: The Contractor shall attend a weekly construction meeting with the Contracting Agency. The meeting will include discussion of the weekly look ahead schedule, status of the work, utility coordination, and traffic control. The Contractor's superintendent/foreman shall attend and participate in the weekly construction meeting. 1-08.4 Prosecution of Work (February 15, 2008 .G&O GSP) Delete the first sentence of this Section and replace with the following: Time is of the essence for this contract. The contract has very specific requirements for phasing and outages: • The Contractor shall not begin work below the Ordinary High Water Mark before July 15, 2017 as required by the HPA issued by the Department of Fish and Wildlife. See Appendix B. 0 Allowable Outage: The Contractor shall keep the existing stormwater outfall online during the work. The Contractor is permitted up to 5 consecutive dry, -weather days to take the existing outfall out of service and put the yew outfall in service. The outage shall be scheduled with and approved by the Owner prior to implementation. No other outages are permitted. If the Contractor desires any additional outages, Ithey shall be in writing at least City of Bremerton East Park Stormwater Outfall G&O #15627 1-46 SPECIAL PROVISIONS -Continued 1 City of Bremerton East Park Stormwater Outfall G&O #15627 1-47 1 7 calendar days before the actual work and must be approved by 2 the Owner. The Owner may require bypass pumping equipment to 3 be on-site if weather forecasts indicate the possibility of 4 precipitation. 5 6 1-08.5 Time for Completion 7 (City of Bremerton GSP) 8 9 Delete this Section in its entirety and replace with the following: 10 11 Time is of the essence for this contract. The Work shall be Substantially 12 Complete within 120 calendar days of the Notice to Proceed date. ' 13 14 1-08.8 Extension of Time 15 (February 15, 2008 G&O GSP) 16 17 Delete Item 6 of the third paragraph and replace it with the following: 18 19 6. If the actual quantity of Work performed for a bid item was more 20 than the original Plan quantity and increased the duration of a 21 critical activity, and if the total extended bid price for that item at i22 time of award was equal to or greater than 10 percent of the total 23 Contract price at time of award. Extensions of time will be limited 24 25 to only those bid items where the quantity exceeded the original Plan quantity by 25 percent or more. 26 27 28 1-08.9 Liquidated Damages (City of Bremerton GSP) 29 30 Delete this Section and replace it with the following: 31 32 Time is of the essence for this contract. Liquidated damages are 33 established per 'Article 3' of the CONTRACT. The Engineer will deduct 34 the accumulated amount from any money due or coming due to the 35 Contractor. 36 37 1 City of Bremerton East Park Stormwater Outfall G&O #15627 1-47 i SPECIAL PROVISIONS - Continued 1 1-09 MEASUREMENT AND PAYMENT 2 3 1-09.6 Force Account 4 (June 16, 2006 G&O GSP) 5 6 Delete this Section and replace it with the following: 7 8 The cost to be included in the equitable adjustment for any changes 9 directed or approved in accordance with Section 1-04.4, will be 10 determined by one or more of the following methods: 11 i 12 a. Contract unit bid prices previously approved; or 13 14 b. If there are no unit bid prices, an agreed lump sum; or 15 j 16 C. If the amount of the adjustment cannot be agreed upon in 17 advance or in the manner provided in subparagraph a. or b. 18 above, the cost will be determined by the actual cost of: 19 20 1. Labor including working foremen. Labor rates will 21 include the basic wage and fringe benefits, current 22 rates for Federal Insurance Compensation Act 23 (FICA), Federal Unemployment Tax Act (FUTA) and 24 State Unemployment Tax Act (SUTA), and the 25 company's present rates for medical aid and 26 industrial insurance premiums; 27 28 2. Materials and equipment incorporated permanently 29 into the Work; 30 31 3. The ownership or rental cost of equipment during the 32 time of use on the extra Work. Equipment rates shall 33 be as set forth in the then current AGC/WSDOT 34 Equipment Rental Agreement. These rates shall be 35 full compensation for all costs incidental to furnishing 36 and operating the equipment. The Contractor shall 37 submit copies of applicable portions of the 38 AGC/WSDOT Equipment Rental Agreement to the 39 Engineer; plus 40 41 4. Overhead and Profi as follows: 42 43 For Work performed by the Contractor, an amount to 44 be agreed upon but not to exceed 20 percent of the City of Bremerton East Park Stormwater Outfall G&O #15627 1748 1 t 1 1 1 1 1 JI� t PI 1 r 1 1 1 1 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued labor, material, and equipment cost agreed to by the Engineer as compensation for supervision, small tools, provisions for safety, home office and field overhead, profit and other general conditions expenses, including, but not limited to, insurance, bonds and business & occupation taxes. For Subcontractor work, the Subcontractor will be allowed an amount to be agreed upon but not to exceed 15 percent of the labor, material, and equipment cost agreed to by the Engineer as compensation for supervision, small tools, provisions for safety, home office. and field overhead, profit and other general conditions expenses, including, but not limited to, insurance, bonds and business & occupation taxes. The Contractor will be allowed an additional markup of 10 percent to compensate the Contractor for all administrative costs, including home office and field overhead, profit, bonds, insurance, business & occupation taxes and any other costs incurred. In no case will the total fixed fee for the Contractor, all Subcontractors of all tiers exceed 30 percent. 1-09.7 Mobilization Delete the second and third paragraph of this Section. This Section is supplemented with the following: Throughout construction and until the Physical Completion Date, the Contractor shall thoroughly comb and search the Work site and surrounding area and remove any waste construction material, empty containers, litter and other debris, whether or not deposited by the Contractor, and tidy up the surrounding general area to make. it neat in appearance. ROUTINE CLEANING A. General: 1. Maintain all stored materials and equipment in an orderly fashion allowing maximum access, -not impeding drainage, pedestrian or vehicle traffic. City of Bremerton East Park Stormwater Outfall G&O #15627 1-49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued 2. Do not allow the accu used containers, debris Work. lation of scrap, waste material, J other items not required for the 3. At least once a week, and more often if necessary, completely remove all scrap, debris, and waste material from the Work site. 4. Provide adequate storage for all materials awaiting removal from the Work site, observing all requirements for fire protection and protection of the environment. B. Site: 1. Daily, and more often if and pick up all scrap, de all such items to the plat they can be disposed of. ecessary, inspect the Work site -is, and waste material. Remove designated for their storage until 2. Weekly, and more often if necessary, inspect the arrangement of all materials and equipment stored on the Work site, re -stack, tidy or otherwise rearrange them to meet the requirements above. 3. Maintain the Work site at all times in a neat and orderly condition meeting the approval of the Contracting Agency. FINAL CLEANING A. General: Prior to final inspection, remoVIe from the Work site all tools, surplus materials, equipment, scrap, debris and waste. The Contractor shall thoroughly comb and search the surrounding area and remove any debris of any kin, d and tidy up the general area to make it neat in appearance, including removal of debris not deposited by the Contractor's operations. Payment Mobilization, demobilization, and cleanup shall be considered incidental to the lump sum bid item for 36 -Inch Storm Sewer Pipe and Perforated City of Bremerton East Park Stormwater Outfall G&O #15627 1-50 1 SPECIAL PROVISIONS - Continued 1 1 Outfall. Payment for mobilization shall be included in the Schedule of 2 Values and may not exceed 10% of the total base bid value. 3 4 1-09.8 Payment for Material on Hand 5 (June 16, 2006 G&O GSP) 6 7 Delete the first paragraph of this Section and replace it with the following: 8 ,9 The Contracting Agency may reimburse the Contractor for 90 percent of 10 the invoice amount of the material and equipment purchased before their 11 incorporation into the Work if they: 12 1 13 1. Meet the requirements of the Plans and Specifications; 14 15 2. Are delivered to or stockpiled near the Work site or to 16 another Engineer -approved storage site; and 17 18 19 1-09.9 Payments (June 27, 2011 G&O GSP) 20 21 22 Delete the.fourth paragraph and replace it with the following: 23 Progress payments for completed work and material on hand will be 24 based upon progress estimates prepared by the Engineer. A progress 25 estimate cutoff date will be established at the preconstruction conference. 26 27 The initial progress estimate will be made not later than 30 days after the 28 Contractor commences the work, and successive progress estimates will 29 be made every month thereafter until the Completion Date. Progress 30 estimates made during progress of the work are tentative, and made only 31 for the purpose of determining progress payment. The progress 32 estimates are subject to change at any time prior to the calculation of the 33 Final Payment. 34 35 The value of the progress estimate will be the sum of the following: 36 37 1. Unit Price Items in the Bid Form — the approximate quantity of 38 acceptable units of work completed multiplied by the unit price. 39 40 2. Lump Sum Items in the Bid Form — based on the approved 41 Contractor's lump sum breakdown for that item, or absent such a 42 breakdown, based on the Engineer's determination. 43 City of Bremerton East Park Stormwater Outfall G&O #15627 1-51 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 3. Materials on Hand — 90 percent delivered to Job site or other stoi Engineer. of invoiced cost of material age area approved by the 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in acc6rdance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non "FHWA funded" projects; 2. The amount of Progress Paymen=ts previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Doi;uments. Progress payments for work performed acceptable performance or an admission any work has been satisfactorily comple payments under the contract will be final Section 1-05.1. 1-09.11(3) Time Limitation and Jurisdiction (July 23, 2015 APWA GSP) Revise this section to read: ,hall not be evidence of i by the Contracting Agency that ;ed. The determination of in accordance with For the convenience of the parties to the the parties that any claims or causes of against the Contracting Agency arising fi within 180 calendar days from U (Section 1-05.12) of the Contract by tf•I further agreed that any such claims or only in the Superior Court of the coun headquarters is located, provided that wl a county, RCW 36.01.05 shall control vF understand and agree that the Contracts time period provided, shall be a coml causes of action. It is further mutually, any claims or causes of action which 0 Contracting Agency arising from the Contractinq Agency or initiated in court Contracting Agency to have timely City of Bremerton East Park Stormwater Outfall G&O #15627 1-52 Contract it is mutually agreed by action which the Contractor has :)m the Contract shall be brought e date of final acceptance Contracting Agency; and it is auses of action shall be brought nue and jurisdiction. The parties Ws failure to bring suit within the Mete bar to any such claims or agreed by the parties that when e Contractor asserts against the Contract are filed with the the Contractor shall permit the ccess to any records deemed 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SPECIAL PROVISIONS - Continued necessary by the Contracting Agency to assist in evaluating the claims or action. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2(1) General (December 1, 2008) This Section is supplemented with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Avenue Kingston, Washington 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Avenue North Seattle, Washington 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Department Toll Free (877) 642-4637 Phone (540) 368-1701 1-10.2(2) Traffic Control Plans (March 31, 2016 G&O GSP) This Section is supplemented with the following: Traffic control plans are not anticipated for this project. If a road closure is required to delivery material items, the City will request a traffic control plan for review and approval. City of Bremerton East Park Stormwater Outfall G&O #15627 1-53 1 1 1 1 DIVISION 2 EARTHWORK 1 c r 11 1 1 1 1 1 I] J 1 This page left intentionally blank I ' 1 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2 3 2-01.1 Description 4 (December 7, 2006 G&O) 5 6 This Section is supplemented with the following: ' 7 8 Clearing and grubbing on this project shall be performed within the 9 following limits: 10 11 Within the construction area of the East Park Outfall within the 12 right-of-way, utility easements, and construction easements where 13 required. The area to be cleared and grubbed shall extend to 1 foot 14 beyond the improvements (i.e., toe of fill, top of cut slope, fence, sidewalk, 15 pavement removal area, pavement, curb, etc.) unless indicated otherwise 16 on the Plans. The Contractor shall coordinate with the Engineer to protect 17 and leave in place those trees, landscaping, or other items specifically 18 identified to be saved. Where such is required, the Contractor shall flag 19 those trees, shrubs, etc., to identify to his workforce their need to be 20 saved. 21 22 Existing landscaping, including but not limited to, rockeries, beauty bark, 23 decorative gravel or rock, bushes, trees, and shrubbery within and/or 24 adjacent to the work areas shall be protected from damage and/or 25 removed and/or relocated as indicated on the Plans. The Contractor shall 26 provide protection, removal, temporary or permanent relocation, watering, 27 staking, etc., as directed by the Engineer. 28 29 Unless indicated otherwise on the Plans, the property owners shall be 30 allowed to remove and/or relocate trees, shrubs, irrigation, wood headers, 31 ornamental plants, and any other decorative landscaping materials within 32 the work areas that they wish to save. The Contractor shall remove and 33 wastehaul all such items not removed by the property owner. Prior to the 34 removal of the landscaping materials, the Contractor must receive 35 approval from the Engineer to begin this work. 36 37 If the Contractor removes or damages any existing vegetation, 38 landscaping item or private irrigation system not designated for removal 39 because of any act, omission, neglect or misconduct in the execution of 40 the work, such items shall be restored or replaced in kind by the 41 Contractor to a condition similar or equal to that existing before such 42 damage or removal occurred at the Contractor's expense. 43 City of Bremerton East Park Stormwater Outfall G&O #15627 2-1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 2-01.2 Disposal of Usable Material and (December 7, 2006 G&O) Delete the third paragraph of this Section and with the following: Refuse and debris shall be loaded and 1hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county, and mun�cipal regulations regarding health, safety and public welfare. 2-01.5 Payment (March 3, 2011 G&O) This Section is supplemented with the followinc Clearing and grubbing is considered incidental to the lump sum bid item for 36 -Inch Storm Sewer Pipe and Perforated Outfall. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description (November 24, 2010 G&0) This Section is supplemented with the following: This work also consists of removing, handling and disposing of deleterious material or debris encountered during roadway, sidewalk, and trench excavation or other work as indicated on the Plans within the Project site, including, but not limited to, existing pipes, utility structures or appurtenances, riprap, buried concrete I including thrust blocks, concrete footings and/or slabs, buried logs or debris, asphalt pavement, cement concrete pavement; sidewalks, fencesT landscaping items, rock walls, signs and any and all other structures and obstructions (unless a separate bid item has been provided for this work). All salvageable items shall be removed and delivered to the Contracting Agency unless indicated otherwise on the Plans. 2-02.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the following The removal of any existing improveme manner as not to damage utilities and ar is to remain in place. Any deviation City of Bremerton East Park Stormwater Outfall G&O #15627 2-2 its shall be conducted in such a y portion of the infrastructure that in this matter will obligate the 1 1 1 1 1 1 1 1 [l 1 1 1 SPECIAL PROVISIONS - Continued 1 1 Contractor at his own expense, to repair, replace or otherwise make 2 proper restoration to the satisfaction of the Contracting Agency. 3 4 When sawing of concrete or combinations of materials is required, the 5 depth of cut shall be as required to accomplish the intended purpose, 6 without damaging surfaces to be left in place and will be determined in the 7 field to the satisfaction of the Engineer. 8 9 Where the Plans call for the removal of a portion of an existing fence, the 10 Contractor shall furnish and install a new fence end post (and concrete 11 anchor) and attach or extend the existing fence that is to remain to the 12 new fence end post. 13 14 Unless otherwise indicated on the Plans or in the Special Provisions, all 15 structures, castings, pipe and other material of recoverable value removed 16 from the Project site shall be carefully salvaged and delivered to the 17 Owner of said utility items in good condition and in such order of salvage 18 as the Engineer may direct. Materials and other items deemed of no 19 value by the Engineer shall be promptly removed, loaded and 20 wastehauled by the Contractor and becomes his property, to be disposed 21 of at his discretion, in compliance with regulatory requirements. 22 23 Waste materials shall be loaded and hauled to a waste site secured by the 24 Contractor and shall be disposed of in such a manner as to meet all 25 requirements of state, county and municipal regulations regarding health, 26 safety and public welfare. 27 28 2-02.3(3) Removal of Pavement, Sidewalks, Curbs and Gutters 29 (January 4, 2010 G&O) 30 31 This Section is supplemented with the following: 32 33 Existing cement concrete sidewalks, roadway slabs, curbs, and curbs and 34 gutters shall be removed at the nearest construction joint where possible, 35 and removed and wastehauled as required for the construction of this 36 Project. Where directed by the Engineer, cement concrete curbs or curb 37 and gutter shall be saw -cut prior to removal. Existing pavement shall be 38 precut before commencing excavation and shall be removed as required 39 for the construction. D 40 41 Where shown on the Plans or where directed in the field by the Engineer, 42 the Contractor shall make a neat vertical saw -cut at the boundaries of the 43 area to be removed. Care shall be taken during sawcutting so as to 44 prevent damage to the existing asphalt concrete, or concrete, to remain in 45 place. Any pavement or concrete damaged by the Contractor outside the City of Bremerton East Park Stormwater Outfall G&O #15627 2-3 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued area scheduled fc negligence shall b satisfaction by the Agency. removal due to repaired or replai Contractor at no a the Contractor's operations or ;ed to the Contracting Agency's dditional cost to the Contracting All cuts shall be continuous, full deptf�, and shall be made with saws specifically equipped for this purpose. No skip cutting or jack hammering will be allowed unless specifically approved otherwise in writing by the Engineer. Wheel cutting or jack hammering shall not be considered an acceptable means of pavement "cutting," unless pre -approved in writing by the Engineer. However, even if pre -approved as a method of cutting, no payment will be made for this type of w8rk, and it shall be included in the various unit contract and lump sum prices listed in the Proposal. The location of all pavement cuts shall be pre -approved by the Engineer in the field before cutting commences. All water and slurry material resulting from sawcutting operations shall not be allowed to enter the storm drainage or sanitary sewer system and shall be removed from the site and disposed of in accordance with the Washington State Department of Ecology regulations. 2-02.5 Payment (November 24, 2010 G&O) This Section is supplemented- with the followi The removal of structures and obstructions is considered incidental to the lump sum bid item for 36 -Inch Storm Sewer Pipe and Perforated Outfall. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the followin The following items shall be followed if earthwork is to be performed in wet weather or in wet conditions: 1. Earthwork shall be performed in small sections to minimize exposure to wet weather. Excavation or the removal of unsuitable soil shall be followed immediately by the placement and City of Bremerton East Park Stormwater Outfall G&O #15627 2-4 SPECIAL PROVISIONS - Continued 1 compaction of a suitable thickness (generally eight inches or less) 2 of clean structural fill. The size and/or type of construction 3 equipment shall be selected as required to prevent soil disturbance. 4 In some instances, it may be necessary to limit equipment size to 5 minimize subgrade disturbance caused by equipment traffic,. 6 7 2. During wet weather conditions, the allowable fines content of the 8 gravel borrow shall be reduced to no more than 5 percent by weight 9 based on the portion passing the 3/4 -inch sieve. The sand 10 equivalent shall be 50 percent minimum. 11 12 3. The ground surface in the construction area shall be graded to 13 promote the rapid runoff of surface water and to prevent ponding of 14 water. 15 16 4. No soil should be left uncompacted and exposed to moisture. A 17 smooth drum vibratory roller, or equivalent, shall be used to seal 18 the ground surface. 19 20 5. Excavation and placement of fill or backfill material will be observed 21 by the Engineer, to determine that all work is being accomplished in 22 accordance with the project specifications. 23 24 2-03.3(7)B Haul 25 (January 7, 2013 G&0) 26 27 Delete this Section and replace it with the following: 28 29 There shall be no separate payment for haul of excess or unsuitable 30 excavated material, or debris to the Contractor provided disposal site. 31 The Contracting Agency is not providing a disposal site for this Project. All 32 costs for haul shall be included in the bid prices for other work. 33 34 2-03.3(7)C Contractor -Provided Disposal Site 35 (January 7, 2013 G&O) 36 37 Delete the first paragraph and replace it with the following: 38 39 The Contractor shall arrange for the disposal of the excess or unsuitable 40 excavated material, or other materials at no expense to the Contracting 41 Agency. 42 City of Bremerton East Park Stormwater Outfall G&O #15627 2-5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 2-03.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the Proposal. 2-04 HAUL_ (June 16, 2006 G&O) This Section is supplemented with the following: If the sources of materials provided by tI over any public roads, the Contractor s make all arrangements for the use of the will be due the Contractor for this work. 2-09 STRUCTURE EXCAVATION 2-09.3(1) General Requirements (August 1, 2009 G&O) This Section is supplemented with the followi ie Contractor necessitates hauling hall, at the Contractor's expense, haul routes. No separate monies When any Work is being considered by the Contractor in the vicinity of an existing utility, the Contractor shall so inform an authority of the particular utility in ample time so that the utility involved and the Contractor may take any precautions necessary to facilitate construction in the vicinity of the utility, and thereby protect that particular utility from damage. Protecting and Maintaining Utility The Contractor shall protect and ma existing utility systems in a continue Contractor shall have the approval from be given to the Contracting Agency bE existing utilities will be allowed. The C conditions established by the Engineer Contractor shall give the utility owner a i disrupting any planned service interrupt existing system shall be allowed on unless specifically agreed to in writing t services are to be shut down, affected p the Contractor (i.e., door hangers) at I' City of Bremerton East Park Stormwater Outfall G&O #15627 2-6 ntain the operational service of )us manner as possible. The the Engineer and notification shall fore any disruptions of service in )ntractor shall comply with all the and the Contracting Agency. The ninimum notice of 48 hours before on. No planned interruption to an Fridays, weekends, or holidays, y the Contracting Agency. Where 3rties shall be notified in writing by :ast 48 hours and not more than 1 SPECIAL PROVISIONS - Continued 1 1 72 hours in advance of the time and period of shut down. The Contractor 2 shall make every effort to keep shut down schedules to periods of 3 anticipated minimum usage and for the least period of time. 4 5 Where the construction crosses or is adjacent to existing utilities, the 6 Contractor shall exercise extreme care to protect such utilities from 7 damage. Additionally, the Contractor shall review the Plans, the project 8 site and familiarize himself with the various utilities and plan his 9 construction activities in recognition that the very close proximity of 10 existing utilities to the proposed work will adversely affect production rates 11 of installation of the various planned improvements. The Contractor is 12 hereby advised and cautioned that the location of existing utilities will be 13 cause for considerable and extreme care and due diligence on the part of 14 the Contractor. As such, work production rates are anticipated to be 15 significantly impacted by their presence and normal production rates 16 should not be anticipated, during construction by the Contractor for work in 17 these areas. The Contractor shall anticipate minor alignment adjustments 18 will also be required to accommodate the installation of utilities. 19 20 2-09.3(1)E Backfilling 21 (February 17, 2009 G&O) 22 23 This Section is supplemented with the following: 24 25 Where existing and/or proposed ground contours prevent a minimum of 26 24 inches of cover above "flexible" storm pipe or where utility crossings 27 necessitate, the Contracting Agency may direct the Contractor to install a 28 controlled density fill encasement for the pipe. The encasement shall be 29 constructed in accordance with the Plans and/or as directed in the field by 30 the Contracting Agency. Material for encasement shall be controlled 31 density fill per Section 2-09.3(1)E of the Standard Specifications. The 32 pipe shall be securely held in place until the material has "set." Trenches 33 located within roadways/drives shall be protected with H-20 steel plates, 34 or Contracting Agency -approved equal, while the material sets. 35 36 2-09.3(5) Locating Utilities 37 (March 3, 2011 G&O) 38 39 This Section is supplemented with the following: 40 41 A reasonable attempt has been made to locate known existing utilities; 42 however, the exact location, and/or depth is unknown in most instances. It 43 shall be the responsibility of the Contractor to locate existing utilities, to 44 include their respective depths. 45 City of Bremerton East Park Stormwater Outfall G&O #15627 2-7 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued The Contractor shall provide field exploration through vacuum excavation, potholing or other suitable means to locate more precisely existing underground utilities as to location and depth. The Contractor shall decide on the difficulties to be encountered in constructing the project, and determine therefrom the extent of exploration required to expedite the construction to first prevent damage to those utilities, and secondly to determine if the new construction is to go around, over or under the existing utility. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition, and if necessary, minor pipe alignment or grade will be modified at no additional cost to the Contracting Agency. At a minimum, potholing will be required at all utility interties prior to trench excavation for connections and at all major utility crossings, and potential conflicts noted by underground location notification as may be directed by the Engineer. See Contract Plans .for additional specific locations. , 2-09.4 Measurement (March 3, 2011 G&O) This Section is supplemented with the following: Measurement for controlled density fill place. 2-09.5 Payment (March 3, 2011 G&O) Delete all paragraphs under this Section and ill be per cubic yard, measured in ace with the following: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the Proposal. "Controlled Density Fill," per cubic yard. The unit contract price per cubic yard for "Controlled Density Fill" shall be full pay for furnishing all labor, tools, equipment, and materials to furnish and install the placement of the controlled density fill as indicated on the Plans and specified herein including, but not limited to, pipe encasements, pipe plugging, abandonment or trench backfill. "Locate Existing Utilities," per lump sum. Locating existing utilities shall be considered incidental to the .lump sum bid item for 36 -Inch Storm Sewer Pipe and Perforated Outfall. City of Bremerton East Park Stormwater Outfall G&O #15627 2-8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 4 BASES This page left intentionally blank 1 2 3 4 5 6 7 8 9 10 11 12 13 4-04 BALLAST AND CRUSHED SURFACING 4-04.5 Payment (November 1, 2011 G&O) This Section is supplemented with the following: The unit contract prices for the various types of ballast, structural fill, crushed surfacing base course, and crushed surfacing top course materials shall include all costs for obtaining the materials, hauling the materials to the site, stockpiling, spreading, grading, shaping, compacting, and all other incidentals, complete, in place. Asphalt grindings are not subject to reimbursement under any of these bid items. City of Bremerton East Park -Stormwater Outfall G&O #15627 1151 1 C1 I rI 1 1 l 1 1 X11[• k VA DRAINAGE STRUCTURE, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS This page left intenti®nally blank 1 �l 1 7-04 STORM SEWERS 2 3 7-04.2 Materials 4 (January 4, 2010 G&O) 5 6 7 Delete the sixth paragraph under this Section and replace it with the following: 1� 8 The Contractor shall provide the diameter and type of pipe specified on 9 10 the Plans. 11 7-04.3(1)A General 12 13 (January 20, 2009 G&O) 14 This Section is supplemented with the following: 15 16 All lines shall be flushed clean of all debris prior to acceptance. The 17 debris shall be intercepted and collected at the nearest downstream point 18 of access. The material shall then be loaded and wastehauled to a 19 Contracting Agency approved dumpsite. 20 21 7-04.5 Payment 22 (January 7, 2013 G&O) 23 24 Delete all paragraphs under this section and replace with the following: ' 25 26 Payment will be made in accordance with Section 1-04.1, for each of the 27 following bid items that are included in the Proposal: 28 29 "36 -Inch Storm Sewer Pipe and Perforated Outfall," per lump sum. _ 30 31 The lump sum price shall constitute full compensation for all labor, 32 materials, tools, equipment, transportation, supplies, and incidentals r 33 required to complete all work to furnish and install this item to include, but 34 not limited to, utility locating including up to six potholes, excavation, pipe 35 bedding, pipe and diffuser materials, backfill with native materials and at 36 compaction, removal and wastehaul of excess trench excavation material, 37 rockery, pipe anchors, dewatering, bypass pumping and maintaining 38 storm sewer flows, making final connections, decommissioning existing 39 pipe, drillings and perforations, connections to existing and new systems, 40 flushing and cleaning, construction of rock walls, rock pads with ,_. 41 streambed cobbles, anchor blocks, trench pipe anchors, drain pipe, 42 vegetation restoration, pavement restoration, and any other work 43 described in the contract documents but not included in other bid items in City of Bremerton East Park Stormwater Outfall G&O #15627 7-1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued order to provide a complete and functioning stormwater outfall pipe with perforated diffuser in accordance with paragraph, 1-04.1. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials (January 4, 2010 G&O) This Section is supplemented with the following: The pipe used on this project shall be Plans. Bank run gravel for trench backfill Section 9-03.19. 7-08.3(1)A Trenches (November 24, 2010 G&O) Delete the first three paragraphs under this following: e type and size specified on the all meet the requirements of ion and replace them with the The length of trench excavation in advahce of pipe laying shall be kept to a maximum of 100 feet. Excavation shail either be closed up at the end of the day or protected per Section 1.07.23;(1). The Contractor shall limit his excava, payment width and depth shown on the or neglectfully excavates trenches to line payment limit of the trench as sl associated with any additional trent compaction and testing, and surface rE beyond the neat line payment limits shE n to the limits of the maximum Tans. If the Contractor purposely width or depth beyond the neat wn on the Plans, the expenses ing, wastehaul, trench backfill, )oration as a result of excavating be borne by the Contractor. It is not anticipated that solid rock will be encountered. Should such material be encountered, the excavation, removal and wastehaul will be paid for by change order per Section �1-04.4. Boulders or broken rock less than 2 cubic yards in volume, shall) not be classified as rock, nor will so-called "hard -pan" or cemented gravel, even though it may be advantageous to use special equipment in its removal. Trench excavation shall also include wastehauling all excess and/or unsuitable material encountered, including but not limited to, abandoned City of Bremerton East Park Stormwater Outfall G&O #15627 7-2 1 SPECIAL PROVISIONS - Continued 1 1 pipelines, concrete, asphalt, tree stumps, trees, logs, abandoned rail ties, 2 piling, and riprap. 3 4 The Contractor shall furnish all equipment necessary to dewater the 5 excavation. Before operations begin, the Contractor shall have sufficient 6 pumping equipment and/or other machinery available on site to assure 7 that the operation of any dewatering system can be maintained. 8 9 The Contractor shall dispose of the water in such a manner as not to 10 cause a nuisance or menace to the public, and comply with all codes, 11 regulations, and ordinances of applicable governing authorities with 12 regard to drilling, dewatering, and erosion control. 13 . 14 The release of groundwater to its static level shall be performed in such a 15 16 manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbance of backfill and prevent movement of structures and 17 pipelines. 18 19 The dewatering system shall be installed and operated by the Contractor 20 so that the groundwater level outside the excavation is not reduced to the 21 22 extent that would damage or endanger adjacent structures or property. Should settlement of the surrounding area and/or structures be observed, 23 the Contractor shall cease dewatering operations and implement 24 contingency plans. The cost of repairing any damage to adjacent . 25 structures, underground facilities or utilities and satisfactory restoration of 26 above ground facilities to include fences, paving, concrete, etc., shall be 27 the responsibility of the Contractor. 28 29 The Contractor shall be required to comply with all conditions and '- 30 requirements mandated by the Department of Ecology and the HPA as 31 issued by the Washington Department of Fish and Wildlife for the 32 construction, operation, and decommissioning of dewatering facilities. 33 34 The Contractor shall obtain approved grading and filling permits for all 35 spoils material sites, from the Contracting Agency, County, or both as 36 required. These permits shall be secured and paid for by the Contractor. 37 38 7-08.3(2)B Pipe Laying — General 39 (January 4, 2010 G&O) 40 41 This Section is supplemented with the following: 42 43 All pipe shall be unloaded from delivery vehicles with mechanical 44 equipment. Dropping of pipe onto the ground or mats will not be City of Bremerton East Park Stormwater Outfall G&O #15627 7-3 1 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued permitted. All pipe and fittings shall be i,arefully lowered into the trench in such a way as to prevent damage to pipe materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped into the trench. All pipe shall be laid in straight linea and at uniform rate for grade between structures. Variation in the irivert elevation between adjoining ends of pipe due to non -concentricity of joining surface and pipe interior surfaces shall not exceed 1/64 inch per inch of pipe diameter, or 1/2 -inch maximum. Every precaution shall be taken to prey the pipe while it is being laid. The pi pipe bedding tamped under it. PrecaL from entering the joint space. At ti progress, the open ends of pipe shall other means approved by the Contra trench when work resumes, the seal sh is dewatered as specified for groundwa blocked and sealed with the same joi pipes. int foreign material from entering shall be secured in place with on shall be taken to prevent dirt. ies when pipe laying is not in e closed by a watertight plug or ting Agency. If water is in the II remain in place until the trench ,r control. Tee branches shall be t and pipe material as used for All connections to existing pipe of differing materials shall be made with adapters which are specifically manufactured for this purpose. If the band type adapters are used, then only stainless steel bands will be allowed. The Contractor shall obtain approved grading and filling permits for all spoils material sites, from the Contracting Agency, County, or both as required. These permits shall be secured and paid for by the Contractor. 7-08.3(3) Backfilling (January 4, 2010 G&O) Delete the second paragraph under this Section and replace with the following: Pipe zone backfill shall be gravel backfill for pipe zone bedding conforming to the requirements of Section 9-03.12(3). Trench backfill shall be native material lunless directed otherwise by the Owner to import material. Imported material shall be Bank Run Gravel. City of Bremerton East Park Stormwater Outfall G&O #15627 7-4 1 1 2 3 I 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 It SPECIAL PROVISIONS - Continued 7-08.3(4) Plugging Existing Pipe (April 24, 2009 G&O) This Section is supplemented with the following: The Contractor shall anticipate that all existing pipes to be abandoned in place shall be plugged as specified herein. 7-08.4 Measurement (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Measurement of Bank Run Gravel for Trench Backfill will be per ton. The measurement shall be calculated in accordance with the trench detail shown on the Plans and using a conversion factor for cubic yards to tons of 1.8 tons/cy. The Contractor shall provide the Contracting Agency with truckload tickets at the end of each day to be used to support the calculated quantities. Measurement for Removal of Unsuitable Material (Trench) will be per cubic yard of material removed below the foundation depth as shown on the Plans. No specific unit of measurement will apply to the lump sum item Trench Excavation Safety Systems. All costs for plugging pipes and/or abandoning pipes in place shall be considered incidental to the lump sum contract price for removal of structures and obstruction. Controlled density fill for plugging pipes shall be paid under the bid item "Controlled Density Fill (S.P. 2-09.5)." 7-08.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: "Trench Excavation Safety Systems," lump sum. The lump sum contract price for "Trench Excavation Safety Systems" shall include all costs of furnishing, installing, maintaining, and removing those items necessary to provide adequate safety systems for trench excavation, as specified in Section 2 09.3(4). This item shall be paid proportionate to the satisfactory installation of all facilities that require City of Bremerton East Park Stormwater Outfall G&O #15627 7-5 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 SPECIAL PROVISIONS - Continued trench excavation safety systems including pipeline, conduits, walls, embankments, and 'structures as noted in the Proposal, or otherwise required for the performance of this wor "Bank Run Gravel for Trench Backfill "I? er ton. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidental required to complete all work to furnish and install the imported trench backfill, to include but not limited to backfilling trenches; placing, shapingP compacting, and material and ' compaction testing of the bank run gravel backfill material. ( Trenc )� per cubic "Removal of Unsuitable Material yard. The unit contract price per cubic yard for "Removal of Unsuitable Material (Trench)" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, an� incidentals. required to complete all work to remove unsuitable material blelow the trench bottom, to include but not limited to excavation, removal and wastehaul of unsuitable excavated material and dewatering. All costs associated with pipe work, including excavation, bedding, trench backfill with native material, dewatering, stockpiling, plugging pipes, wastehauling, and pipe installation shall be included in the lump.sum bid item for 36 -Inch Storm Sewer Pipe and Perforated Outfall. City of Bremerton East Park Stormwater Outfall G&O #15627 7-6 DIVISION 8 MISCELLANEOUS CONSTRUCTION 0 This page left intentionally blank 1 1 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 2 3 8-01.2 Materials 4. 5 This Section is supplemented with the following: 6 7 Streambed Cobbles 9-03.11(2) 8 9 8-01.3 Construction Requirements 10 (November 24, 2010 G&O) 11 12 This Section is supplemented with the following: 13 14 The Contractor shall take all necessary precautions and utilize the 15 Department of Ecology's (DOE) Best Management Practices to prevent 16 sediment and fugitive dust from construction activities from entering into 17 storm water systems, natural waterways, or environmentally sensitive 18 areas and from otherwise being carried away from the construction area 19 by stormwater or air. 20 21 Temporary erosion protection shall be furnished, installed, and maintained 22 for the duration of this Project to protect environmentally sensitive areas, 23 sloped surfaces, adjacent areas and/or water bodies or conveyance 24 systems. Temporary erosion protection may include the use of straw, jute 25 matting, wattles, heavy plastic sheeting, or other forms of ground cover on 26 areas disturbed by construction. Sloped surfaces shall be restored and 27 protected in such a manner that surface runoff does not erode the 28 embankments, slopes, or ground surfaces, nor create surface channels, or 29 ruts. 30 31 The Department of Fish and Wildlife Hydraulic Permit Approval (HPA) is 32 included in Appendix B. The Contractor shall implement all requirements 33 for erosion and sedimentation control as described in the HPA. 34 35 8-01.3(1)A Submittals 36 (January 7, 2013) 37 38 This Section is supplemented with the following: 39 40 The Contractor shall be required to prepare, maintain, and update the 41 erosion control plan, as may be required during the course of the Project. 42 The details included are provided solely for the establishment of basic 43 erosion control measures and are not intended to be a complete plan. 44 45 City of Bremerton ,- East Park Stormwater Outfall G&O #15627 8-1 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued 8-01.3(9)D Inlet Protection (January 7, 2013) This Section is supplemented with the followi All catch basins grates within the project limits and adjacent areas shall have inlet protection installed to prevent sedimentation from entering the storm system., The inlet protection shall be routinely cleaned of sediment to prevent plugging. This sediment shall be regularly removed, loaded, and hauled to waste whenever it presents a potential surface accumulation problem or concern to the Contracting Agency. Any damage caused by the Contactor's failure to keep the erosion materials maintained shall be borne by the Contractor alone. 8-01.4 Measurement (January 7, 2013 G&O) This Section is supplemented with the following: No specific unit of measure will apply to ,erosion/water pollution control. 8-01.5 Payment (November 24, 2010 G&O) Delete all paragraphs under this Section and replace with the following: Erosion and sedimentation control, including preparation and implementation of the plan and ongoing maintenance of all best management practices shall be considered incidental to the lump sum price for 36 -Inch Storm Sewer Pipe and Perforated Outfall. 8-15 RIPRAP 8-15.4 Measurement (November 24, 2010 G&O) This Section is supplemented with the followi Quarry spalls will be measured by the grades shown on the Plans for sur directed in the field by the Engineer. City of Bremerton East Park Stormwater Outfall G&O #15627 n of spalls placed to the lines and :e restoration of access road or SPECIAL PROVISIONS - Continued � 1 8-15.5 Payment 2 (November 24, 2010 G&O) 3 4 This Section is supplemented with the following: 5 6 The unit contract price per ton for "Quarry. Spalls" shall include all costs of 7 furnishing all labor, tools, equipment, and materials to complete the 8 placement of quarry spalls as indicated on the Plans. 9 10 8-31 BEACH MITIGATION (NEW SECTION) 11 12 8-31.1 Description 13 14 This section describes the beach mitigation required to comply with WDFW 15 requirements. 16 _ 17 8-31.2 Materials 18 19 Rounded beach rock shall meet the requirements of 9-03.11(1) and 9-03.11(2) 20 and be 30 percent streambed sediment and 70 percent 4 -inch distribution 21 streambed cobbles. 22 23 8-31.3 Construction Requirements 24 25 Remove angular rock and other non-native material from the beach in the 26 immediate vicinity of the outfall and replace with the same volume of rounded 27 beach rock in the same location. Limits of mitigation area shall be marked by 28 City staff in the field. Angular rock may be placed upland behind rockery if not 29 removed from the site. 30 31 8-31.4 Measurement 32 33 Measurement shall be per tons of rounded beach rock that is placed. ' 34 35 8-31.5 Payment 36 37 Payment for "Rounded Beach Rock" shall be per ton of rounded beach rock 38 placed on the beach. The cost of removing and disposing of existing angular 39 rock shall be considered incidental to the cost of beach rock placement. 40 41 City of Bremerton East Park Stormwater Outfall G&O #15627 8-3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued SECTION 8 — MISCELLANEOUS (November 24, 2010 G&O) This Section is supplemented with the followi ORDER OF WORK This Section is,supplemented with the following: The order of work except as may otherwise be outlined herein will be at the Contractor's option, in keeping with) good construction practice. The work shall be scheduled and construct' d in accordance with the. various permits and franchise requirements andior conditions. Prior to starting construction, the Contractor shall furnish the Contracting Agency with an Erosion Control Plante a Spill Prevention Control and Countermeasures Plan (SPCC Plan), Progress Schedule, and a Traffic Control Plan. All plans shall be approved by the Contracting Agency prior to commencing any construction operations. As a first order of work, the Contractor shall attend a mandatory pre - construction meeting. As a second order of work, the Contractor shall coordinate with the City to provide Public Notice to property owners abutting the project limits. As a third order of work, the Contractdlr shall provide material submittals. The Contractor shall also provide a schedule of value for all lump sum bid items. As a fourth order of work, the Contractor shall call 1 -CALL and have utilities marked in the field by the various utility owners. As a fifth order of work, after the Contractor shall provide for the photo) This activity must be completed and delivered to the Contracting Agency a Section 8 prior to any excavation, asph any other work items being performed. As a sixth order of work, the Coni temporary facilities, erosion control it( indicated otherwise on the Plans. City of Bremerton East Park Stormwater Outfall G&O #15627 utilities have been marked, the raphing of the entire project site. the photographs and digital files required and further specified in A cutting, mobilization, staging, or r shall furnish and install all and signs/barricades, unless City of Bremerton East Park Stormwater Outfall G&O #15627 8-5 SPECIAL PROVISIONS - Continued 1 As a seventh order of work, the Contractor shall pothole existing utilities 2 as specifically noted on the Plans, as well as in other areas the Contractor 3 deems necessary. 4 5 The remaining order of work shall be at the Contractor's option, in keeping 6 with generally accepted, good construction practice. However, the 7 Contractor shall coordinate work by others which will affect his production, 8 schedule, mobilization and demobilization efforts. 9 10 The Contractor shall conduct the order of work to allow all existing 11 facilities to remain operational except as noted herein during the 12 construction of this project, and to minimize disruption of any utility 13 service. The order of work for the Contract shall be so planned as to 14 complete all work within the time limits established within the Contract 15 Provisions. City of Bremerton East Park Stormwater Outfall G&O #15627 8-5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r i 1 1 A 1 1 1 1 1 PART IV WAGE RATES This page left intentionally blank C� https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp> 11 1 e 11 1 1 1 0 1of16 State of Washington Department of Labor & Industries Prevailing Waste 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: 03/09/2017 County Trade Job Classification Wage Holiday Overtime Note Kitsap Asbestos Abatement Workers Journey Level $45.25 5D 1 H Kitsap Boilermakers Journey Level $30.34 1 j Kitsap Brick Mason Journey Level $54.32 5A 1M Kitsap Brick Mason Pointer -Caulker -Cleaner $54.32 5A 1M j Kitsap Building Service Employees Janitor $11.00 1 Kitsap Building Service Employees Shampooer $11.00 1 Kitsap Building Service Employees Waxer $11.00 1 Kitsap Building Service Employees Window Cleaner $13.22 1 Kitsap Cabinet Makers (In Shop) Journey Level $23.72 1 Kitsap Carpenters Acoustical Worker $55.51 5D 4C Kitsap Carpenters Bridge, Dock And Wharf Carpenters $55.51 5D 4C KitsapCarpenters Carpenter $55.51 5D 4C Kitsap Carpenters Carpenters on Stationary Tools $55.64 5D 4C Kitsap Carpenters Creosoted Material $55.61 5D 4C KitsapCarpenters Floor Finisher $55.51 5D 4C Kitsap Carpenters Floor Layer $55.51 5D 4C KitsapCarpenters Scaffold Erector $55.51 5D 4C Kitsap Cement Masons Journey Level $55.56 7A 1M Kitsap Divers Et Tenders Diver $108.77 5D 4C 8A j Kitsap Divers Et Tenders Diver On Standby $66.05 5D 4C Kitsap Divers Et Tenders Diver Tender $59.88 5D 4C Kitsap Divers Et Tenders Surface Rcv Et Rov Operator $59.88 5D 4C Kitsap Divers Et Tenders Surface Rcv Et Rov Operator Tender $55.76 5A 4C Kitsap Dredge Workers Assistant Engineer $56.44 5D 3F Kitsap Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F i Kitsap Dredge Workers Boatmen $56.44 5D 3F Kitsap Dredge Workers Engineer Welder $57.51 5D 3F 2/14/2017 12:50 PN ?of 16 hiItps://fortress.wa.gov/lni/wagelookup/prvWagelookup.a ) Kitsap Dredge Workers Leverman, Hydraulic 1 $58.67 5D 3F Kitsap Dredge Workers Mates $56.44 5D 3F Kitsap Dredge Workers Oiler $56.00 5D 3F Kitsap Drywall Applicator Journey Level $55.51 5D 1 H Kitsap Drywall Tapers Journey Level $55.66 5P 1E Kitsap Electrical Fixture Maintenance ` Workers Journey Level $31.74 1 Kitsap Electricians - Inside Journey Level $51.26 1 Kitsap Electricians -Motor Shop Craftsman $15.37 1 Kitsap Electricians - Motor Shop Journey Level $14.69 1 Kitsap Electricians - Powerline Construction Cable Splicer $71.85 5A 4D Kitsap Electricians - Powerline Construction Certified Line Welder $65.71 5A 4D Kitsap Electricians - Powerline Construction Groundperson $44.12 5A 4D Kitsap Electricians - Powerline Construction Heavy Line Equipment (Operator i $65.71 JA 4D Kitsap Electricians - Powerline Construction Journey Level Lineperson $65.71 !iA 4D Kitsap Electricians - Powerline Construction Line Equipment Operator $55.34 5A 4D Kitsap Electricians - Powerline Construction Pole Sprayer $65.71 5A 4D Kitsap Electricians - Powerline Construction Powderperson $49.16 5A 4D Kitsap Electronic Technicians Journey Level $45.26 7E 1D Kitsap Elevator Constructors Mechanic j $85.45 7D 4A Kitsap Elevator Constructors Mechanic In Charge $92.35 7D 4A Kitsap Fabricated Precast Concrete Journey Level - In -Factory Work Only $13.50 1 Products Kitsap Fence Erectors Fence Erector$13.80 1 Kitsap Fence Erectors Fence Laborer $11.60 1 'Kitsap Fla ers Journey Level $38.36 i'A 31 Kitsap Glaziers Journey Level I $59.31 7L 1y Kitsap Heat ft Frost Insulators And Journeyman $65.68 5J 4H Asbestos Workers Kitsap Heating Equipment Mechanics Journey Level $75.46 J'F 1E Kitsap Hod Carriers Et Mason Tenders Journey Level j $46.66 7A 31 Kitsap Industrial Power Vacuum Cleaner Journey Level $29.89 1 ;Kitsap Inland Boatmen Boat Operator $59.86 5B 1K Kitsap Inland Boatmen Cook $56.18 5B 1K Kitsap Inland Boatmen Deckhand $56.18 5B 1K Kitsap Inland Boatmen Deckhand Engineer $57.26 56 1K Kitsap Inland Boatmen Launch Operator $58.59 513 1K Kitsap Inland Boatmen Mate $58.59-5B_ 1K 2/14/2017 12:50 PN r 1 11 IL 1 1 i - 3of16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp> Kitsap Inspection/Cleaning/Sealing Of Cleaner Operator; Foamer Operator $11.00 1 Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of Head Operator $12.78 1 Sewer Et Water Systems By Remote Control Kitsap Inspection/Cleaning/Sealing Of Tv Truck Operator $24.17 1 Sewer Et Water Systems By Remote Control Kitsap Insulation Applicators Journey Level $55.51 5D 4C Kitsap Ironworkers Journeyman $65.48 7N 10 Kitsap Laborers Air, Gas Or Electric Vibrating Screed $45.25 7A 31 Kitsap Laborers Airtrac Drill Operator $46.66 7A 31 Kitsap Laborers Ballast Regular Machine $45.25 7A 31 Kitsap Laborers Batch Weighman $38.36 7A 31 Kitsap Laborers Brick Pavers $45.25 7A 31 Kitsap Laborers Brush Cutter $45.25 7A 31 Kitsap Laborers Brush Hog Feeder $45.25 7A 31 Kitsap Laborers Burner $45.25 7A 31 Kitsap Laborers Caisson Worker $46.66 7A 31 Kitsap Laborers Carpenter Tender $45.25 7A 31 Kitsap Laborers Caulker $45.25 7A 31 Kitsap Laborers Cement Dumper -paving $46.09 7A 31 Kitsap Laborers Cement Finisher Tender $45.25 7A 31 Kitsap Laborers Change House Or Dry Shack $45.25 7A 31 Kitsap Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 Kitsap Laborers Chipping Gun(30 Lbs. And Over) $46.09 7A 31 Kitsap Laborers Choker Setter $45.25 7A 31 Kitsap Laborers Chuck Tender $45.25 7A 31 Kitsap Laborers Clary Power Spreader $46.09 7A 31 Kitsap Laborers Clean-up Laborer $45.25 7A 31 Kitsap Laborers Concrete Dumper/chute Operator $46.09 7A 31 Kitsap Laborers Concrete Form Stripper $45.25 7A 31 Kitsap Laborers Concrete Placement Crew, $46.091 7A 31 Kitsap Laborers Concrete Saw Operator/core Driller $46.09 7A 31 Kitsap Laborers Crusher Feeder $38.36 7A 31 Kitsap Laborers Curing Laborer $45.25 7A 31 Kitsap Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $45.25 7A 31 Kitsap Laborers Ditch Digger $45.25 7A 31 Kitsap Laborers Diver $46.66 7A 31 2/14/201712:50 PN Iof16 https:/lfortress.wa.govllni/wagelookup/prvWagelookup.as Kitsap Laborers Drill Operator (hydrautic, diamond) $46.09 7A 31 Kitsap Laborers Dry Stack Walls $45.25 7A 31 Kitsap Laborers Dump Person $45.25 7A 31 Kitsap Laborers Epoxy Technician $45.251 '7A 31 Kitsap Laborers Erosion Control Worker $45.25 7A 31 Kitsap Laborers Faller Et Bucker Chain Saw $46.09 7A 31 Kitsap Laborers Fine Graders $45.25 '7A 31 Kitsap Laborers Firewatch $38.36 7A 31 Kitsap Laborers Form Setter $45.25 7A 31 Kitsap Laborers Gabian Basket Builders) $45.25 `.lA 31 Kitsap Laborers General Laborer $45.25 7A 31 Kitsap Laborers Grade Checker Et Transit Person $46.66 7A 31 Kitsap Laborers Grinders $45.25 7A 31 Kitsap Laborers Grout Machine Tender $45.25 ;7A 31 Kitsap Laborers Groutmen (pressure)in%auding Post Tension Beams $46.09 _A 31 Kitsap Laborers Guardrail Erector $45.25 7A. 31 Kitsap Laborers Hazardous Waste Worker (level $46.66 ;A 31 Kitsap Laborers Hazardous Waste Worker (level B) $46.09 7A 31 Kitsap Laborers Hazardous Waste Worker (level $45.25 7A 31 Kitsap Laborers High Scaler $46.66 ;A 31 Kitsap Laborers Jackhammer $46.09 ;'A 31 Kitsap Laborers Laserbeam Operator $46.09 7A' 31 (Kitsap Laborers Maintenance Person $45.25 ;'A 31 Kitsap Laborers Manhole Builder-mudman $46.09 7A 31 !Kitsap Laborers Material Yard Person $45.25 7A 31 Kitsap Laborers Motorman -dinky Locomotive $46.09 7A; 31 'Kitsap Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla $46.09 i'A 31 Kitsap Laborers Pavement Breaker $46.09 7A 31 Kitsap Laborers Pilot Car $38.36 7A 31 Kitsap Laborers Pipe Layer Lead $46.66 7A 31 Kitsap Laborers Pipe Layer/tailor $46.09 ;A 31 Kitsap Laborers Pipe Pot Tender $46.09 i'A 31 Kitsap Laborers Pipe Reliner $46.09 7A, 31 Kitsap Laborers Pipe Wrapper. $46.09 7A 31 Kitsap Laborers Pot Tender $45.25 iA_ 31 Kitsap Laborers IPowderman $46.66 7A 31 (Kitsap Laborers Powderman's Helper $45.25 iA_ 31 Kitsap Laborers Power Jacks $46.09 7A 31 Ci 1 . 1 2/14/2017 12:50 PN 1 1 F 1 1 1 5of16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp� Kitsap I Laborers Railroad Spike, Puller - Power $46.09 7A 31 Kitsap Laborers Raker - Asphalt $46.66 7A 31 Kitsap Laborers Re-timberman -t:' ., $46.66 7A 31 Kitsap Laborers Remote Equipment Operator $46.09 7A 31 Kitsap Laborers Rigger/signal Person $46.09 7A 31 Kitsap Laborers Rip Rap Person $45.25 7A 31 Kitsap Laborers Rivet Buster $46.09 7A 31 Kitsap Laborers Rodder $46.09 7A 31 Kitsap Laborers Scaffold Erector $45.25 7A 31 Kitsap Laborers Scale Person $45.25 7A 31 Kitsap Laborers Sloper (over 20") $46.09 7A 31 Kitsap Laborers Sloper Sprayer $45.25 7A 31 Kitsap Laborers Spreader (concrete) $46.09 7A 31 Kitsap Laborers Stake Hopper $45.25 7A 31 Kitsap Laborers Stock Piler $45.25 7A 31 Kitsap Laborers Tamper Et Similar Electric, Air Et Gas Operated Tools $46.09 7A 31 Kitsap Laborers Tamper (multiple Et Self-propelled) $46.09 7A 31 Kitsap Laborers Timber Person - Sewer (tagger, Shorer Et Cribber) $46.09 7A 31 Kitsap Laborers Toolroom Person (at Jobsite) $45.25 7A 31 Kitsap Laborers Topper $45.25 7A 31 Kitsap Laborers Track Laborer $45.25 7A 31 Kitsap Laborers Track Liner (power) $46.09 7A 31 Kitsap Laborers Traffic Control Laborer $41.02 7A 31 8R Kitsap Laborers Traffic Control Supervisor $41.02 7A 31 8R Kitsap Laborers Truck Spotter $45.25 7A 31 Kitsap Laborers Tugger Operator $46.09 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 0-30 psi $83.12 7A 31 i3 Kitsap Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi $88.15 7A 31 8 Kitsap Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $91.83 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $97.53 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $99.65 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $104.75 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $106.65 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $108.65 7A 31 8� Kitsap Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $110.65 7A 31 8� 2/14/2017 12:50 PN https-.//fortress.wo.gov/lni/wagelookup/prvWagelookup.a Kitsap Laborers Tunnel Work-Guage and Lock Tender $46.76 7A 31 >� Kitsap Laborers Tunnel Work -Miner $46.76 7A 31 Kitsap Laborersj Vibrator $46.09 7A 31 Kitsap Laborers Vinyl Seamer $45.25 7A 31 Kitsap Laborers Watchman $34.86 7A 31 Kitsap Laborers Welder $46:09 7A 31 Kitsap Laborers Well Point Laborer $46.09 '7A 31 I Kitsap Laborers Window Washer/cleaner $34.86 7A 31 Kitsap Laborers - Underground Sewer Et° Water General Laborer Et Topman $45.25 '7A 31 Kitsap Laborers - Underground Sewer Et Water Pipe Layer $46.09 7A 31 Kitsap Landscape Construction Irrigation Or Lawn Sprinkler Installers $11.00 1 Kitsap Landscape Construction Landscape Equipment Operators Or Truck Drivers $11.00 1 Kitsap Landscape Construction Landscaping Or Planting Laborers $12.92 1 Kitsap Lathers JOURNEY LEVEL $21.00 1 Kitsap Marble Setters Journey Level $54.32 5A 1M Kitsap Metal Fabrication (In Shop) Fitter $26.96 1 Kitsap Metal Fabrication (In Shop) Laborer $11.00 1 Kitsap Metal Fabrication (In Shop) Machine Operator $13.83 1 Kitsap Metal Fabrication (In Shop) Welder $13.83 1 Kitsap Millwright Journey Level $44.89 1 Kitsap Modular Buildings Cabinet Assembly $11.56 1 Kitsap Modular Buildings Electrician $11.56 1 Kitsap Modular Buildings Equipment Maintenance $11.56 1 Kitsap Modular Buildings Plumber $11.56 1 Kitsap Modular Buildings Production Worker $11.00 1 ;Kitsap Modular Buildings Tool Maintenance $11.56 1 jKitsap Modular Buildings Utility Person $11.56 1 ,Kitsap Modular Buildings Welder $11.56 1 'Kitsap Painters Journey Level $40.60 6Z 2B iKitsap Pile Driver Journey Level $55.76 5D 4C ;Kitsap Plasterers Journey Level $53.20 7g 1R Kitsap Playground Et Park Equipment Journey Level $11.00 1 Installers iKitsap Plumbers Et Pipefitters Journey Level $67.47 5A 1G ;Kitsap Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P ;Kitsap Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P !Kitsap Power Equipment Operators Barrier Machine (zipperj) $58.17 7A 3C 8P ;Kitsap Power Equipment Operators Batch Plant Operator, Concrete $58.17 7A 3C 8P Kitsap Power Equipment Operators Bobcat $55.21 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition Equipment $55.21 ;fA 3C 8P 5 of 16 1 1 2/14/2017 12:50 PN 1 1 1 1 1 1 7of16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp;� Kitsap Power Equipment Operators Brooms $55.21 7A 3C 8P Kitsap Power Equipment Operators Bump Cutter $58.17 7A 3C 8P Kitsap Power Equipment Operators Cableways $58.69 7A 3C 8P Kitsap Power Equipment Operators Chipper $58.17 7A 3C 8P Kitsap Power Equipment Operators Compressor $55.211 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $58.69 7A 3C 8P Kitsap Power Equipment Operators Concrete Finish Machine -laser Screed $55.21 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $57.72 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $58.17 7A 3C 8P Kitsap Power Equipment Operators Conveyors $57.72 7A 3C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and over $60.47 7A 3C 8P Kitsap Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $58.17 7A 3C 8P Kitsap Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $59.28 7A 3C 8P Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $59.88 7A 3C 8P Kitsap Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $60.47 7A 3C 8P Kitsap Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $58.69 7A 3C 8P Kitsap Power Equipment Operators Cranes: A -frame - 10 Tons And Under $55.21 7A 3C 8P Kitsap Power Equipment Operators Cranes: Friction cranes through 199 tons $59.88 7A 3C 8P Kitsap Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $57.72 7A 3C 8P Kitsap Power Equipment Operators Crusher $58.17 7A 3C 8P Kitsap Power Equipment Operators Deck Engineer/deck Winches (power) $58.17 7A 3C 8P Kitsap Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P Kitsap Power Equipment Operators Dozers D-9 If Under $57.72 7A 3C 8P Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $57.72 7A 3C 8P Kitsap Power Equipment Operators Drilling Machine $59.28 7A 3C 8P Kitsap Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $55.21 7A 3C 8P 2/14/2017 12:50 PN I hops://fortress.wa.gov/lni/wagelookup/prvWagelookup.a Kitsap Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $58.17 7A 3C 8P Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $57.72 7A 3C 8P Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $55.21 7A 3C 8P Kitsap Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $58.17 7A 3C 8P Kitsap Power Equipment Operators Gradechecker/stakeman $55.21 '7A 3C 8P Kitsap Power Equipment Operators Guardrail Punch $58.17 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $58.69 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators Horizontal/directional iDrill Locator $57.72 7A 3C 8P Kitsap Power Equipment Operators Horizontal/directional Drill Operator $58.17 7A 3C 8P Kitsap Power Equipment Operators Hydralifts/boom Truck Tons Over 10 $57.72 7A 3C 8P I Kitsap Power Equipment Operators Hydralifts/boom Trucks, And Under 10 Tons $55.21 7A 3C 8P g Kitsap Power Equipment Operators Loader, Overhead 8 Yards. Over Et $59.28 7A 3C 8P Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. Not Including 8 Yards But $58.69 7A 3C 8P Kitsap Power Equipment 0 erators Loaders, Overhead Under 6 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P IKitsap Power Equipment Operators Locomotives, All $58.17 7A 3C 8P IKitsap Power Equipment Operators Material Transfer Device $58.17 7A 3C 8P IKitsap Power Equipment Operators Mechanics, All (leadme - $0.50 Per Hour Over Mechanic) $59.28 7A 3C 8P 'Kitsap Power Equipment Operators Motor Patrol Graders $58.69 7A 3C 8P !Kitsap Power Equipment Operators Mucking Machine, Mole Tunnel Drill, Boring, Road Header And/or Shield $58.69 7A 3C 8P Kitsap Power Equipment Operators Oil Distributors, BlUwt!1 Distribution Et Mulch Seeding Operator $55.21 7A 3C 8P Kitsap Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $57.72 7A 3C 8P t 'Kitsap Power Equipment Operators Overhead, Bridge Type Tons Through 44 Tons Crane: 20 $58.17 7A 3C 8P 'Kitsap Power Equipment Operators Overhead, Bridge Types And Over 100 Tons $59.28 i.'A 3C 8P Kitsap Power Equipment Operators Overhead, Bridge Type Through 99 Tons 45 Tons $58.69 7A 3C 8P 3 of 16 j 2/14/2017 12:50 PN 1 1 1 i 1 1 1 1 I ?of16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp> Kitsap Power Equipment Operators Pavement Breaker $55.21 7A 3C 8P Kitsap Power Equipment Operators Pile Driver (other Than Crane Mount) $58.17 7A 3C 8P Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Kitsap Power Equipment Operators Posthole Digger, Mechanical $55.21 7A 3C 8P Kitsap Power Equipment Operators Power Plant $55.21 7A 3C 8P Kitsap Power Equipment Operators Pumps - Water $55.21 7A 3C 8P Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Kitsap Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $55.21 7A 3C 8P Kitsap Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $58.69 7A 3C 8P Kitsap Power Equipment Operators Rigger And Bellman $55.21 7A 3C 8P Kitsap Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $57.72 7A 3C 8P Kitsap Power Equipment Operators Rollagon $58.69 7A 3C 8P Kitsap Power Equipment Operators Roller, Other Than Plant Mix $55.21 7A 3C 8P Kitsap Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $57.72 7A 3C 8P Kitsap Power Equipment Operators Roto -mill, Roto -grinder $58.171 7A 3C 8P Kitsap Power Equipment Operators Saws - Concrete $57.72 7A 3C 8P Kitsap Power Equipment Operators Scraper, Self Propelled Under 45 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators Scrapers - Concrete Et Carry All $57.72 7A 3C 8P Kitsap Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $58.69 7A 3C 8P Kitsap Power Equipment Operators Service Engineers - Equipment $57.72 7A 3C 8P Kitsap Power Equipment Operators Shotcrete/gunite Equipment $55.21 7A 3C 8P Kitsap Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $57.72 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $58.69 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $58.17 7A 3C 8P Kitsap _Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $59.28 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $59.88. 7A 3C 8P Kitsap Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P Kitsap Power Equipment Operators Spreader, Topsider Et Screedman $58.69 7A 3C 8P Kitsap Power Equipment Operators Subgrader Trimmer $58.17 7A 3C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $59.28 7A 3C 8P 2/14/2017 12:50 PN https://fortress.wu.gov/lni/wagelookup/prvWagelookup.a t Kitsap Power Equipment Operators Tower Crane: over 175' through 250' in height, base to boom $59.88 7A 3C 8P Kitsap Power Equipment Operators Tower Cranes: over 250' in height from base to boom $60.47 7A 3C 8P Kitsap Power Equipment Operators Transporters, All Track Or Truck Type $58.69 7A 3C 8P Kitsap Power Equipment Operators Trenching Machines $57.72 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver Tons And Over - 100 $58.17 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver 100 Tons Under $57.72 7A 3C 8P Kitsap Power Equipment Operators Truck Mount Portable Conveyor $58.17 7A 3C 8P Kitsap Power Equipment Operators Welder $58.69 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $55.21 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P Kitsap Power Equipment Operators- Asphalt Plant Operators $58.69 :7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Assistant Engineer $55.21 7A 3C 8P Underground Sewer E: Water Kitsap Power Equipment Operators- Barrier Machine (zipper) $58.17 7A 3C 8P Underground Sewer 8 Water Kitsap Power Equipment Operators- Batch Plant Operator, Concrete $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Brokk - Remote Demolition Equipment $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cableways $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Chipper $58.17 ,-7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Compressor $55.21 :7A 3C 8P Underground Sewer E: Water Kitsap Power Equipment Operators- Concrete Pump: Truck {vlount With Boom Attachment Over 42 M' $58.69 ;tA 3C 8P 9 Underground Sewer Et Water Kitsap Power Equipment Operators- Concrete Finish Machine -laser Screed $55.21 7A 3C 8P Underground Sewer Et Water ;Kitsap Power Equipment Operators- Concrete Pump - Mounted Trailer High Pressure Line Pump High Pressure. Or Pump, $57.72 7A 3C 8P Underground Sewer Et Water ;Kitsap Power Equipment Operators- Concrete Pump: Truck ount With Boom Attachment Up To 42m $58.17 7A 3C 8P Underground Sewer E Water Kitsap Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer E: Water 10 of 16 2/14/2017 12:50 PN 1 1 t 1 1 t r 1 11 of 16 ... n;.a v. •, w.yx.rtlr https://fortress.wa.gov/lni/wa.qelookup/prvWagelookup.asp> Kitsap Power Equipment Operators- Cranes Friction: 200 tons and over $60.47 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $59.88 7A 3C 8P Underground Sewer Et Water Kitsap 'Power Equipment Operators- Cranes: 300 tons and over or 300' of boom including jib with attachments $60.47 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $58.69 7A '3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: Friction cranes through 199 tons $59.88 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Crusher $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Deck Engineer/deck Winches (power) $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Derricks, On Building Work $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Dozers D-9 Et Under $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Drilling Machine $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Gradechecker/stakeman $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Guardrail Punch $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $58.69. 7A 3C 8P Underground Sewer Et Water 2/14/2017 12:50 PN hi tps://fortress.wa.gov/lni/wagelookup/prvWagelookup. I Kitsap Power Equipment Operators- Hard Tail End Dump Aiticulating Off-road Equipment Under Yards 45 $58.17 7A 3C 81 Underground Sewer Et Water Kitsap Power Equipment Operators- Horizontal/directional Locator Drill $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Horizontal/ directional Operator Drill $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hydralifts/boom Trucks Tons Over 10 $57.72 .7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hydralifts/boom Trucks, And Under 10 Tons $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders, Overhead Unc Yards ler 6 $58.17 7A 3C 8P Underground Sewer 8t Water Kitsap Power Equipment Operators- Loaders, Plant Feed $58.17 `7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mechanics, Alt (leadmen Per Hour Over Mechanic) - $0.50 $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators-. Motor Patrol Graders $58.69 ,7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Drill, Boring, Road Header And/or Shield Tunnel $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Oil Distributors, Blower) Distribution Et Mulch Seeding Operator $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Outside Hoists (elevators Manlifts), Air Tuggers,strato And $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Overhead, Bridge Type Tons Through 44 Tons Crane: 20 $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Overhead, Bridge Type- And Over 100 Tons $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Overhead, Bridge Type Through 99 Tons -.45 Tons $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer Et Water ;Kitsap Power Equipment Operators- Pile Driver (other ThanlCrane Mount) $58.17 7A 3C 8P Underground Sewer Et Water ;Kitsap Power Equipment Operators- Plant Oiler - Asphalt, Crusher $57.72 ;'A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer EtWater 2 of 16 . 2/14/2017 12:50 PN 1 a 1 1 1 1 1 1 1 1 1 1 13 of 16 https: //fortress.wa.gov/Ini/wagelookup/prvWagelookup.asp KitsapPower Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer It Water Kitsap Power Equipment Operators- Pumps - Water $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Rigger/Signal Person, Bellman (Certified) $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Rollagon $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Other Than Plant Mix $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roto -mill, Roto -grinder $58.17 7A 3C 8P Underground Sewer Et Water f Kitsap Power Equipment Operators- Saws - Concrete $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scrapers - Concrete Et Carry All $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And Over $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Service Engineers - Equipment $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shotcrete/gunite Equipment $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $59.88 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Slipform Pavers $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Spreader, Topsider Et Screedman $58.69 7A 3C 8P Underground Sewer Et Water 2/14/2017 12:50 PN 14 of 16 hi tps://fortress.wa.gov/lni/wagelookup/prvWagelookup.n Kitsap Power Equipment Operators- Subgrader Trimmer $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Bucket Elevators $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Crane Up To 175 In Height Base To Boom $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Crane: over 175' through 250' in height, base to boom $59.88 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Cranes: over 250' in height from base to boom $60.47 :7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Transporters, All Track Or Truck Type $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Trenching Machines $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Truck Crane Oiler/driver Tons And Over - 100 $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Truck Crane Oiler/driver 100 Tons Under $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Truck Mount Portable Conveyor $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Welder $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Wheel Tractors, Farma l Type $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Yo Yo Pay Dozer $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Line Clearance Tree Journey Level In Chary $47.08 5A 4A Trimmers Kitsap Power Line Clearance Tree Spray Person $44.64 `.)A 4A Trimmers Kitsap Power Line Clearance Tree Tree Equipment Operator $47.08 5A 4A Trimmers (Kitsap Power Line Clearance Tree Tree Trimmer $42.01 5A 4A Trimmers Kitsap Power Line Clearance Tree Tree Trimmer Groundperson $31.65 _5A 4A Trimmers (Kitsap Refrigeration Et Air Conditioning Mechanic $67.47 5A 1G Mechanics (Kitsap Residential Brick Mason Journey Level $17.04 1 Kitsap Residential Carpenters Journey Level $41.69 5D 4C Kitsap Residential Cement Masons Journey Level $30.87 1 Kitsap Residential Drywall Applicators Journey Level $41.69 5D 4C !Kitsap Residential Drywall Tapers Journey Level $20.00 1 ;Kitsap Residential Electricians Journey Level $27.00 1 Kitsap Residential Glaziers Journey Level $59.31 .,FL 1Y !Kitsap 1 Residential Insulation Applicators Journey Level $13.96 1 'Kitsap Residential Laborers Journey Level $16.89 1 ;Kitsap Residential Marble Setters Journey Level $17.04 1 ,Kitsap Residential Painters Journey Level $19.52 1 1 2/14/2017 12:50 PN 1 1 e 1 i 1 1 1 1 r t i E 1 15 of 16 https: //fortress.wa.gov/I ni/wagelookup/prvWagelookup.asp> Kitsap Residential Plumbers Et Pipefitters Journey Level $21.11 ' 1 Kitsap Residential Refrigeration Et Air Journey Level $17.64 1 Conditioning Mechanics Kitsap Residential Sheet Metal Workers Journey Level (Field or Shop) $28.95 1 Kitsap Residential Soft Floor Lavers Journey Level $19.38 1 Kitsap Residential Sprinkler Fitters Journey Level $27.74 1 (Fire Protection) I Kitsap Residential Stone Masons Journey Level $54.32 5A 1M Kitsap Residential Terrazzo Workers Journey Level $11.00 1 Kitsap Residential Terrazzo/Tile Finishers Journey Level $30.26 1 Kitsap Residential Tile Setters Journey Level $31.14 1 Kitsap Roofers Journey Level $47.51 5A 3H Kitsap Roofers Using Irritable Bituminous Materials $50.51 5A 31-1 Kitsap Sheet Metal Workers Journey Level (Field or Shop) $75.46 7F 1E Kitsap Shipbuilding CARPENTER $19.29 1 Kitsap Shipbuilding Et Ship Repair ELECTRICIAN $25.53 1 Kitsap Shipbuilding Et Ship Repair Heat Et Frost Insulator $65.68 5J 4H Kitsap Shipbuilding Et Ship Repair Laborer $19.64 1 Kitsap Shipbuilding Et Ship Repair MACHINIST $19.29 1 Kitsap Shipbuilding Et Ship Repair OPERATOR $:19.44 1 Kitsap Shipbuilding Et Ship Repair Painter $40.60 6Z 2B Kitsap Shipbuilding Et Ship Repair PIPEFITTER $19.29 1 Kitsap Shipbuilding Et Ship Repair RIGGER $19.29 1 Kitsap Shipbuilding Et Ship Repair Sheet Metal $22.21 1 Kitsap Shipbuilding Et Ship Repair SHIPFITTER $19.29 1 Kitsap Shipbuilding Et Ship Repair WELDER/BURNER $19.29 1 Kitsap Sign Makers Et Installers Electrical Journey Level $20.58 1 Kitsap Sign Makers Et Installers (Non -Electrical) Journey Level $11.00 1 Kitsap Soft Floor Layers Journey Level $45.861 5A 3D Kitsap Solar Controls For Windows Journey Level $11.00 1 Kitsap Sprinkler Fitters (Fire Protection) Journey Level $72.89 5C 1X Kitsap Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) Kitsap Stone Masons Journey Level $54.321- 5A 1M Kitsap Street And Parking Lot Sweeper Journey Level $16.00 1 Workers Kitsap Surveyors Assistant Construction Site Surveyor $57.72 7A 3C 8P Kitsap Surveyors Chainman $57.171 7A 3C 8P Kitsap Surveyors Construction Site Surveyor $58.69 7A 3C 8P Kitsap Telecommunication Technicians Journey Level $45.07 7E 1 E 2/14/2017 12:50 PN 16 of 16 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.a Kitsap Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside Kitsap Telephone Line Construction - Hole Digger/ Ground Person $21.45 5A 2B Outside Kitsap Telephone Line Construction - Installer (Repairer) $37.21 5A 2B Outside Kitsap Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside Kitsap Telephone Line Construction - Special Apparatus Installer II $38.03 5A 2B Outside Kitsap Telephone Line Construction - Telephone Equipment (Heavy) Operator $38.84 5A 2B Outside Kitsap Telephone Line Construction - Telephone Equipment (Light) Operator $36.09 5A 2B Outside Kitsap Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside Kitsap Telephone Line Construction - Television Groundpers n $20.33 5A 2B Outside Kitsap Telephone Line Construction - Television Lineperson/Installer $27.21 5A 2B Outside Kitsap Telephone Line Construction - Television System Tec6cian $32.55 5A 2B Outside Kitsap Telephone Line Construction - Television Technician $29.18 15A 2B Outside Kitsap Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside Kitsap Terrazzo Workers Journey Level $50.26 5A 1M Kitsap Tile Setters Journey Level $50.26 5A 1M Kitsap Tile, Marble It Terrazzo Finishers Journey Level $12.00 1 Kitsap Traffic Control Stripers Journey Level $44.85 7A 1K Kitsap Truck Drivers Asphalt Mix Over 16 Yards WA -Joint Council 28) (W. $52.70 51) 3A 8L ;Kitsap Truck Drivers Asphalt Mix To 16 Yards WA -Joint Council 28) (W. $51.86 5D 3A 8L ;Kitsap Truck Drivers Dump Truck $19.60 1 (Kitsap Truck Drivers Dump Truck And Trailer $19.60 1 jKitsap Truck Drivers Other Trucks $18.37 1 (Kitsap Truck Drivers Transit Mixer $20.79 1 Kitsap Well Drillers it Irrigation Pump Irrigation Pump Installer $13.17 1 Installers jKitsap Well Drillers 8 Irrigation Pump Oiler $14.08 1 Installers 'Kitsap Well Drillers It Irrigation Pump Well Driller $14.40 1 Installers F� 7 r 171 r 1 1 1 1 1 t 1 2/14/2017 1`2:50 PN Benefit Code Key — Effective 3/3/2017 thru 8/30/2017 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ® C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J 33 Q Benefit Code Key — Effective 3/3/20017 thru 8/30/2017 The first ten (10) hours worked on Saturday shall be 1 hours worked on Sundays, holidays and after twelve (1: Saturday shall be paid at double the hourly rate of wage. id at one and one-half times the hourly rate of wage. All hours, Monday through Friday and after ten (10) hours on All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Mc Saturdays shall be paid at one'and one-half times the ho hours per day Monday through Saturday and all hours we be paid at double the hourly rate of wage. All hours wi times the hourly rate of wage. Jay through Friday and Lip to ten (10) hours worked on ly rate of wage. All hours worked in excess of ten (10) :ed on Sundays and holidays (except Christmas day) shall ked on Christmas day shall be paid at two and one-half R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. . U V W X. The first two (2) hours after eight (8) regular hours Mom shall be paid at one and one-half times the hourly rai overtime hours worked, except Labor Day, shall be pai Labor Day shall be paid at three times the hourly rate of All hours worked on Saturdays shall be paid at one and Sundays and holidays (except Labor Day) shall be paid Labor Day shall be paid at three times the hourly rate of All hours worked on Sundays and holidays (except one-half times the hourly rate of wage. All hours A double the hourly rate of wage. All hours worked on Saturdays and Sundays (except employer)) shall be paid at one and one-half times the paid at double the hourly rate of wage. The first four (4) hours after eight (8) regular hours M Saturday shall be paid at one and one-half times the hou Monday through Saturday, Sundays and holidays shall be on Saturday or Sunday, the day before Saturday, Friday, holiday and all work performed shall be paid at double the y through Friday and the i:irst eight (8) hours on Saturday of wage. All hours worked on holidays and all other at double the hourly rate of wage. All hours worked on -half times the hourly rate of wage. All hours worked on two times the hourly rate of wage. All hours worked on sgiving Day and Christmas day) shall be paid at one and on Thanksgiving Day and Christmas day shall be paid at p days due to conditions beyond the control of the rate of wage. All hours worked on holidays shall be nday through Friday and the first twelve (12) hours on y rate of wage. All hours worked over twelve (12) hours )aid at double the hourly rate of wage. When holiday falls rid the day after Sunday, Monday, shall be considered the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00' pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 1 1 11 Benefit Code Key — Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight' hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when n four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or ® outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 3 LJ Benefit Code Key — Effective 3! D. All hours worked between the hours of 6:00 pm and 6 rate of 15% over the hourly rate of wage. All other h and one-half times the hourly rate of wage. All hours hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at straight time work is achieved, then any hours worked c at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and c Sunday shall be paid at two times the hourly rate of wa and one-half times the hourly rate of wage including holi 17 thru 8/30/2017 am, Monday through Saturday, shall be paid at a premium worked after 6:00 am on Saturdays, shall be paid at one eked on Sundays and holidays shall be paid at double the ble the hourly rate of wage. Each week, once 40 hours of 10 hours per day Monday through Saturday shall be paid -half times the hourly rate of wage. All hours worked on All hours worked on paid holidays shall be paid at two y pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and or down due to weather conditions during a five day work w week (Tuesday through Friday,) then Saturday may be wi However, Saturday shall not be utilized as a make-up day through Saturday over twelve (12) hours and all hours wi hourly rate of wage. ALL HOURS WORKED fN EXCESS OF EIGHT (8) HOURS BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY I A. C. ilf times the hourly rate: of wage. In the event the job is (Monday through Friday,) or a four day -ten hour work d as a voluntary make-up day at the straight time rate. ,n a holiday falls on Friday. All hours worked Monday d on Sundays and holidays shall be paid at double the DAY OR FORTY (40) HOURS PER WEEK SHALL OF WAGE. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. All hours worked over twelve (12) hours per day and all rate of wage. On Monday through Friday, the first four (4) hours of of paid at one and one half (1-1/2) times the straight time ral been established. On a four (4) day ten (10) hour wor through Friday, the first two (2) hours of overtime after tE one half (1-1/2) times the straight time rate of pay. On S: one and one half (1-1 /2) times the straight time rate of pa due to weather conditions or ,other conditions outside Saturday may be worked at the straight time rate of pay. hours worked on Sunday and Holidays shall be paid at tw worked on holidays shall be paid at double the hourly !rtime after eight (8) hours of straight time work shall be of pay, unless a four (4) clay ten (10) hour workweek has week scheduled Monday through Thursday, or Tuesday (10) hours of straight time work shall be paid at one and urday, the first twelve (12) hours of work shall be paid at except that if the job is down on Monday through Friday ie control of the employer, the first ten (10) hours on ,k11 hours worked over twelve (12) hours in a day and all (2) times the straight time rate of pay. 4 1 1 11 1 1 1 u Benefit Code Key — Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all, hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day, ten hour work week, and Saturday shall be paid at one and one half (1'/z) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and 1 Benefit Code Key — Effective Saturday after Thanksgiving Day, And Christmas Day H. Holidays: New Year's Day, Memorial Day, Independe And Christmas (6). i 17 thru 8/30/2017 Day, Thanksgiving Day, the Day after Thanksgiving Day, I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, :Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. I Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence I)ay, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday„ After Thanksgiving Day, Christmas Day, And The lay Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence I)ay, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half -Day On Christmas Eve Day, (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day Afler Christmas, And A Floating 6 F I. 1 P Al Benefit Code Key — Effective 3/3/2017 thru 8/30/2017 Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.. Any holiday which falls on a Saturday shall be eobserved as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls 7 Benefit Code Key — Effective on a Sunday shall be observed as a holiday on the fo be observed as a holiday on the preceding Friday. Holidays: New Year's Day, Independence Day, Memoi (6). Any holiday which falls on a Sunday shall be obs which falls on a Saturday shall be observed as a holiday 17thru 8/30/2017 ng Monday. Any holiday which falls on a Saturday shall Day, Labor Day, Thanksgiving Day and Christmas Day -d as a holiday on the following Monday. Any holiday the preceding Friday. nued 1 K. Holidays: New, Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Fr day after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturda shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independenlce Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shill be observed as a holiday. P. Holidays: New Years Day, Memorial Day, Independflnce Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be aregular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day; Thanksgiving Day, the Fgiday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed (holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Indepe dente Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or b Independence Day, Labor Day, Thanksgiving Day, the I after or before Christmas Day. (10). If any of the listed shall be considered a holiday and compensated acco observed as a holiday on the preceding Friday. ore New Year's Day, President's Day, Memorial Day, day after Thanksgiving Day, Christmas Day, and The Day Aidays falls on a Sunday, the day observed by the Nation ingly. Any holiday which falls on a Saturday shall be n Benefit Code Key — Effective 3/3/2017 thru 8/30/2017 Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet Note Codes Continued 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200''-$2.00 per Foot for Each Foot Over 150 Feet Over 200' -Divers May Name Their Own Price D. Workers working with supplied air on hazmat $1.00 hour. projects receive an additional per L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0:25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 9 T i I U Benefit Code Key — Effective 3/3/2;017 thru 8/30/2017 Effective August 31, 2012 — A Traffic Control Laboiier performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All Baggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Workers on hazmat projects receive additional hourly piremiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road,etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 1 1 I L 1 Lil, 1 1 i 1 t 1 1 1 t 1 1 APPENDICES This page left intentionally blank APPENDIX A CONSTRUCTION FORMS This page left intentionally blank 1 1 1 1 1 1 1 1 1 1 i t 1 1 1 1 T L N p_ OY m O ~ -OE U � � N N N L E a7 N Q � N C a7 U N o Z U N c o c OOY Z - U a X W 0 C z Z L N O cn (D E V/ E 7 W n� 0 3 CL N m (n N N � N Z O .N+ Z a7 N 3 '° U � E N N N a O" N E N N N N O N N N C0 E T L N p_ OY m O ~ -OE U � � N N N L E a7 N Q � N C a7 U N o Z U N c o c OOY Z - U a X W 0 L N L N O cn (D E (1) W n� 0 3 CL N a N N N U � E N N O" N E N N N N N N N N E E m m Ow 7 N 3 N ' U O :E .E C C a) � c c ° c c C °U C ° U •c U N C N C C N ° m E E C N .L.. U N N 3 = 0 O o `o E w ra m c a� ,O arkm m .cz L N N CL O E t Im 0 U c N w o U ° aai N ami ° m YO Q) CO > N Ew N N .0 >> N _ L d (� T L CL 0 3: aa) L C IL O U U l`4 e C O (D m U O H c o CY) U N w � U N w C d Ux CL N o _ Z N co co E N 2D N a) w N N D .L-- CL 0 0 L N L N O O (1) W CL N a N N N E E N N O" N O' N N N N N N N N N E E m m 7 N 3 N ' N N :E .E C C a) ami c c C °U C U N C N C C N ° m E E C _2- O_- > °a 3 = 0 O o `o E w ra m c a� ,O arkm m .cz N U N N CL O E t Im 0 U c w w o U ° aai N ami ° m YO Q) CO > > Ew N N .0 >> N _ L d (� T L m 3: aa) L C IL O U l`4 e C O U N co co E N 2D N a) w N N D .L-- CL Project Title: Contractor: I CITY MERTON RECD EST FOR INFORMATION Log No. (Unique, Chronological) Project No.: (For Contractor's se) Date: Subject: Information Description: Contractor's Authorized Signature: (For Owner's Use) Date: Subject: Information Description: Owner's Authorized Signature: r Date: 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) 1 WCD #: Date: ATTACHMENT Project Name Project #: Contractor: _ Notice to Proceed Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ❑ Unit Price ❑ Lump Sum ❑ Time & Materials ❑ Other: Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: 1 By: PAGE 1 OF 1 CONTRACTOR Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON 0 0 0 0 0 0 0 0 0 0 0 :. O OI 0 0 0 0 00 0 0 00 0 0 0 0 0 00 0 0 0: C C 0 0 C 0 0 0 0 0 0 O OSI 0 0 0 0 0 0 0 0 0 0 Ip 0 0 0 0 0 0 0 0 Q). 0 0 0 0 0 0 0 65. H3 69 Ei-, 69 69 64 0 0 0 Uj 64 b'3 0' A,.' O O! 0 EA 64, EF? 0 0 0 0 0 69 69 64 U3 (Al 0 0 64 64 0 0 64 69 O �A 0 0 0 0 : 64 U4 EH 69 00 U3 64 00 EFT 64 C C 0 0 O O Q Q 0 II a a) a` a m 0 o CL o c .�:Lo 0 10 ` v. w cc 0 co _m -Fu U) Y C o (0 C F@ N. . ul x y f6 .. (0 O '7 : O a) N � 2 LL : CF G1 C O O N "nom O. O O ~ A m c m m = n E ? @. 0 U'� �p m Y co (n U) d F J W to cn c0 tq L C lCC� N L Y p O Z C N Au i C N — a3 N O .0 7 (n I N_ ° L 0 C OC O D n W .0 N O O Z Z O C O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 O 0 0 0 0 0 0 0 0 0 C) O O O 0 0 0 0 0 0 0 0 0 CJ O 000 O O O O O C 0 0 0 0 0 0 0 O O OO 69 H3 64 Efl 69 64 ELT 64 Efl 69 U2,69 O O 2 O. (A: •,C 0 0 0 0 0 C C 00 0 0 0 0 69 Q) 69 QA 64 64 EA E9 EH b) fA 69 61) 0 O 69 En O fA O O E r( o TIS' 0 0 00 0 0 0 0 0 0 O O O N O N S] 0 00 0 0 0 0 0 0 0 0q 0 0 L0 ' N m @ []_ 0 0 0 0 0 0 0 0 0 0 O CO 6`3 ca va 69 fA Go. EH w 64 b3 603'69 64 Q : L E_ m '. y0 co e a) o ° . O . cn c . �'� O O m U� � E d , o 0 0 o O to n La- c: 2 0 M = � 7 J J W W W; Q ml L C o.IItOJ 0 F- cr ..I C SII L O � m (� N 01 CT ll� lJJ rnl N Zn a7 SIN Y 17 O I to p o E E IC a ca o 0 Z O W W v Z: U U N O L O 0 o a a Z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 72 s' ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS ' r <Project Title> <City Project Number> - <City Construction Contract Number> <CONTRACTOR>, hereby indicates agreement with, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use taxes, and the final Contract Time of <NNN Days>, as full and final compensation for all Work performed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. <CONTRACTOR> By: Title: Certificate of Notary Subscribed and sworn to before me this Date: day of 1 1 1 1 1 1 l 1 1 'l 1 1 1 1 1 APPENDIX B PERMITS This page left intentionally blank PERMITTEE — - City of Bremerton Washington Department of ATTENTION: William Davis 3027 Olympus Dr NE Fish & Wildlife POBox 43234 Bremerton, WA 98310-4620 HYDRAULIC PROJECT APPROVAL wahnwnuanmen°°� FISH a,,aWULIF'E Olympia, WA 98504-3234 (360)902-2200 Issued Date: September 29, 2016 Permit Number: 2016-6-508+01 Project End Date: February 15, 2021 FPA/Public Notice Number: Application ID: 7057 N/A PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Bremerton ATTENTION: William Davis 3027 Olympus Dr NE Bremerton, WA 98310-4620 Project Name: East Park Stormwater Outfall Project Description: The existing 18" outfall was installed in 1945 and is currently undersized due to upland development since that time. The new outfall will be 36" diameter and made of HDPE. It will extend approximately 250 feet from the top of the slope on Campbell Way down to the toe of slope on the edge of the Port Washington Narrows. At the base of the slope at Port Washington Narrows, there will be a 54 feet of 36" diameter perforated pipe that is parallel with the beach. It will spread the flow and release it into the Puget Sound in a controlled manner instead of the current single point discharge. Excavators and backhoes will be used to construct the improvements. Angular rock on the beach will be removed and replaced with round beach cobbles, gravels, and sediment. PROVISIONS AUTHORIZED WORK TIMES 1. TIMING LIMITATION: To protect fish and shellfish habitats at the job site, work below the ordinary high water line is authorized from August 1st through February 15th of any calendar year for the life of this permit. 2. APPROVED PLANS: Work must be accomplished per plans and specifications submitted with the application and approved by the Washington Department of Fish and Wildlife, entitled "City of Bremerton East Park Stormwater Outfall," dated June, 2016, except as modified by this Hydraulic Project Approval. You must have a copy of these plans available on site during all phases of the project construction. NOTIFICATION 3. NOTIFICATION: You, your agent, or contractor must contact the Washington Department of Fish and Wildlife by e- mail at HPAapplications@dfw.wa.gov; mail to Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-2946 at least three business days before starting work. The notification must include the permittee's name, project location, starting date, and the hydraulic Project Approval permit number. 4. PHOTOGRAPHS: You, your agent, or contractor must take photographs of the job site before the work begins and after the work is completed. You must upload the photographs to the post -permit requirement page in the Aquatic Protection Permitting System (APPS) or mail them to Washington Department of Fish and Wildlife at Post Office Box 43234, Olympia, Washington 98504-3234 within 30 -days after the work is completed. 5. FISH KILL/ WATER QUALITY PROBLEM NOTIFICATION: If a fish kill occurs or fish are observed in distress at the job site, immediately stop all activities causing harm. Immediately notify the Washington Department of Fish and Wildlife of the problem. If the likely cause of the fish kill or fish distress is related to water quality, also notify the Washington Military Department Emergency Management Division at 1-800-258-5990. Activities related to the fish kill or fish distress must not resume until the Washington Department of Fish and Wildlife gives approval. The Washington Department of Fish and Wildlife may require additional measures to mitigate impacts. Page 1 of 6 — - Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 wah,r Olympia, WA 98504-3234 FISH and WILDLIFE (360) 902-2200 Issued Date: September 29, 2016 Permit Number: 2016-6-508+01 Project End Date: February 15, 2021 STAGING, JOB SITE ACCESS AND EQUIPMENT FPA/Public Notice Number: N/A ID: 7057 6. Establish the staging area (used for activities such as equipment 'storage, vehicle storage, fueling, servicing, and hazardous material storage) in a location and manner that will preveInt contaminants like petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals, or any other toxic or harmful materials from entering waters of the state. 7. Clearly mark boundaries to establish the limit of work associated 8. Limit the removal of native bankline vegetation to the minimum a 9. Retain all natural habitat features on the beach larger than twelve and large rocks. These natural habitat features may be moved durii preproject location before leaving the job site. 10. Check equipment daily for leaks and complete any required rep water. site access and construction. needed to construct the project. DI inches in diameter including trees, stumps, logs, ig construction but they must be placed near the irs before using the equipment in or near the 11. Lubricants composed of biodegradable base oils such as vegetable oils, synthetic esters, and polyalkylene glycols are recommended for use in equipment operated in or near water. 12. Access the site from the existing upland access road. CONSTRUCTION -RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 13. Do not conduct project activities when the work area is inundate 14. Prevent contaminants from the project, such as petroleum prod sediment -laden water, chemicals, or any other toxic or harmful mat state. OUTFALL 15. This approval is for the replacement of the existing structure in a by tidal waters. , hydraulic fluid, fresh concrete, sediments, s, from entering or leaching into waters of the nce with the approved plans. 16. Ensure all catch basins, culverts, energy dissipation devices, and pipeline outfalls are free of obstructions for the life of the project to ensure proper functioning of.the stormwater management system. 17. This HPA does not authorize placement of angular rock below the ordinary high water line. 18. Locate the outfall and associated structures landward of the ordinary high water line and the existing bulkhead. 19. This HPA does not authorize modifications to the existing bulkhe 20. The pipeline outfall must be configured to minimize both erosion DEMOBILIZATION/CLEANUP 21. Remove all trash and unauthorized fill in the project area, includi metal, treated wood, glass, floating debris, and paper, that is watem upland. 22. Remove all debris or deleterious material resulting from construe entering waters of the state. 23. Remove any riprap scattered, or abandoned outside the original upland area above the limits of extreme high tidal water. 24. Do not burn wood, trash, waste, or other deleterious materials w 25. MITIGATION 26. Replace damaged or destroyed riparian vegetation during the bed materials and adverse impacts to habitat: g concrete blocks or pieces, bricks, asphalt, rd of the ordinary high water line and deposit n from the beach area or bed and prevent from esign footprint from the bed and deposit it an of the ordinary high water line. dormant season (late fall through late winter) Page 2 of 6 1 1 1 1 1 1 F�' after project completion, in accordance with the planting plan included in the approved plans. Maintain plantings for at least three years to ensure at least eighty percent of the plantings survive. Failure to achieve the eighty percent survival in year three will require you to submit a plan with follow-up measures to achieve requirements or reasons to modify requirements. 27. As mitigation, the City has agreed to remove angular rock located on the beach waterward of the ordinary high water line. Trenches and depressions resulting from removal of rock will be backfilled with the native bed material specified in the approved plans, which is 30 percent streambed sediment [WSDOT standard specification 9-02.11(1)] and 70 percent 4 -inch distribution streambed cobbles [WSDOT standard specification 9-03.11(2)]. NOTE: Ensure the streambed sediment and cobbles are a well -graded mix. Avoid moving the material multiple times, as this will result in loss of the finer components. The material should be consistent with other native material on the beach. If needed, additional sand and gravel may be requested by the Area Habitat Biologist. LOCATION #1: — - = WORK START: Washington Department of WORK END: February 15, 2021 WRIA Waterbody: Tributary to. Fish & Wildlife PO Box 43234 Wria 15 Marine Puget Sound HYDRAULIC PROJECT APPROVAL Township: Range: IYushingtan Orpadmenl o/ FISH andWILDLIFH County: Olympia, WA 98504-3234 1(360)902-2200 24 N 01 E 47.580426 -122.628172 Kitsap Issued Date: September 29, 2016 Permit Number: 2016-6-508+01 There is no address or parcel number associated with the location. Heading north on Warren Avenue Bridge, take the first exit off of the bridge. Circle down on Clare Avenue and take a left onto Lebo Boulevard. Turn right onto Old Wheaton Way and take an immediate right onto Campbell Way. The road down to the outfall is on the left (water.side) and unmarked. Project End Date: February 15, 2021 FPA/Public Notice Number: Application ID: 7057 N/A 1 1 1 1 F�' after project completion, in accordance with the planting plan included in the approved plans. Maintain plantings for at least three years to ensure at least eighty percent of the plantings survive. Failure to achieve the eighty percent survival in year three will require you to submit a plan with follow-up measures to achieve requirements or reasons to modify requirements. 27. As mitigation, the City has agreed to remove angular rock located on the beach waterward of the ordinary high water line. Trenches and depressions resulting from removal of rock will be backfilled with the native bed material specified in the approved plans, which is 30 percent streambed sediment [WSDOT standard specification 9-02.11(1)] and 70 percent 4 -inch distribution streambed cobbles [WSDOT standard specification 9-03.11(2)]. NOTE: Ensure the streambed sediment and cobbles are a well -graded mix. Avoid moving the material multiple times, as this will result in loss of the finer components. The material should be consistent with other native material on the beach. If needed, additional sand and gravel may be requested by the Area Habitat Biologist. LOCATION #1: Site Name: Port Washington Narrows Bremerton, WA 98310 WORK START: September 29, 2016 WORK END: February 15, 2021 WRIA Waterbody: Tributary to. 15 - Kitsap Wria 15 Marine Puget Sound 11/4 SEC: Section: Township: Range: Latitude: Longitude: County: SW 1/4 12 24 N 01 E 47.580426 -122.628172 Kitsap Location #1 Driving Directions There is no address or parcel number associated with the location. Heading north on Warren Avenue Bridge, take the first exit off of the bridge. Circle down on Clare Avenue and take a left onto Lebo Boulevard. Turn right onto Old Wheaton Way and take an immediate right onto Campbell Way. The road down to the outfall is on the left (water.side) and unmarked. 1 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. 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. 1 Page 3 of 6 -- - - Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 lt¢shinm aT"fmmt ar Olympia, WA 98504-3234 FISH and WILDLIFE (360) 902-2200 Issued Date: September 29, 2016 Permit Number: 2016-6-508+01 Project End Date: February 15, 2021 FPA/Public Notice Number: N/A Application ID: 7057 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. MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA unless this is a General HPA. If this is a General HPA you must use the Major Modification process described below. Any approved 'minor modification will require issuance of a letter documenting the approval. A minor modification to the required work timing means any change to the work start or end dates of the current work season to enable project or work phase completion. Minor modifications will be approved only if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. Minor modifications do not require you to pay additional application fees or be issued a , ew HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor modification through APPS. A link to APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use APPS you must submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP ID number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the requested change, the date of the request, and the requestor's signature. Send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. Do not include payment with your request. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA: You may request approv Any approved change other than a minor modification to your HPA application fee for your original HPA you must pay an additional $1 application fee for the original HPA, no fee is required for a change the online Aquatic Protection Permitting System (APPS), you may r APPS is at http://wdfw.wa.gov/licensing/hpa/. If you did not use API indicates you are requesting a major modification to an existing HP, applicant, the name of the authorized agent if one is acting for the s issued, the permitting biologist, the requested changes to the HPA, request, payment if the original application was subject to an applic written request and payment, if applicable, by mail to: Washington I Olympia, Washington 98504-3234. You may email your request for HPAapplications@dfw.wa.gov, but must send a check or money or, to 45 days for the department to process your request. of major modifications to any aspect of your HPA. II require issuance of a new HPA. If you paid an for the major modification. If you did not pay an it. If you originally applied for your HPA through iuest a major modification through APPS. A link to you must submit a written request that clearly Written requests must include the name of the Acant, the APP ID number of the HPA, the date e reason for the requested change, the date of the on fee, and the requestor's signature. Send your apartment of Fish and Wildlife, PO Box 43234, major modification to r for payment by surface mail. You should allow up Page 4 of 6 1 C 1 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 220-660-460 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 HPA Appeals Coordinator, 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. 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 220-660-470 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 HPA Appeals Coordinator, 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. 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. Page 5 of 6 At - - Washington Department of Fish & Wildlife PO Box 43234 HYDRAULIC PROJECT APPROVAL W.hin,,to O'Parhit o/ FISH aa WILDLIFE Olympia, WA 98504-3234 (360)902-2200 Issued Date: September 29, 2016 Permit Number: 2016-6-508+01 Project End Date: February 15, 2021 FPA/Public Notice Number: N/A Application ID: 7057 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 220-660-460 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 HPA Appeals Coordinator, 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. 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 220-660-470 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 HPA Appeals Coordinator, 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. 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. Page 5 of 6 — - - Washington Department of Fish & Wildlife - HYDRAULIC PROJECT APPROVAL PO Box 43234 n.higon&Xq-t�f Olympia, WA 98504-3234 FISH aa WILDLIFF (360)902-2200 Issued Date: September 29, 2016 Per it Number: 2016-6-508+01 Project End Date: February 15, 2021 FPA Public Notice Number: N/A Application ID: 7057 Habitat Biologist Brittany Gordon Brittany. Gordon@dfw.wa.gov 360-895-4756 Mi' inerts% for Director WDFW Page 6 of 6 1 aQ f s �'t 1889 a�y� State of Washington Department of Fish and Wildlife ' Mailing Address: PO Box 43234, Olympia, WA 98504-3234, (360) 902-2200, TDD (360) 902.-2207 Main Office Location: Natural Resources Building, 1111 Washington Street SE, Olympia, WA I October 6, 2016 City of Bremerton ' William John Davis 3027 Olympus Dr NE Bremerton, WA 98310-4620 Dear William Davis: SUBJECT: YOUR APPLICATION FOR EAST PARK STORMWATER OUTFALL WDF W APPLICATION ID: 7057 ' On March 17, 2016, Washington Department of Fish and Wildlife (WDFW) first received your application materials for a Hydraulic Project Approval (HPA) for the project referenced above. 1 Your request for a minor modification of your existing HPA has been approved. ' Work waterward of the ordinary high water line (OHWL) is authorized from July 15th, 2017 through February 15th, 2018 and from August 1 st through February 15th of any other calendar year for the life of this permit. When working below the OHWL from July 15th through August 1 st, station equipment drive mechanisms on the existing angular rock to the maximum extent possible, and minimize driving on the native beach material. Please attach this letter to your HPA on-site. If you have any questions, please call me at 360-895-4756. Sincerely, Brittany Gordon Habitat Biologist 1 �l 1 APPENDIX C I PLANS 1 1 1 1 1 1 1 1 This page left intenti6nally blank I \\ o m �1 I /r O C m x m 0'_CA - A a 'x+ r IY r- N O rn 4 J N z rn cn CI) ,o m o I N IL I N I co I 0 N CI) o g H R of C cv cpm 2 Iz 14 cmoo m o 9 $g," A yc Nm C �2x a� Zro Ngo z r �I m m 0 0 s 0 3 Z mO p0f 0 rzn o Q _ 09 2 A > nim Ci n / / e m N 50 . �/ / I I CA I \ WHEATON WAY r------ ^�^ ~ \ / /' ISI Y♦ vt \ Z i m N NxNNN NUDAp �MUmo07zZL31�� �j�r2-BIOS '''„]I�fi1 SImpp C5 031 A MOMMA AAmmC -i�2 fv � <A -o;pAu�O 0ZSD m 'A NSs-A �Ir-CMV-W�+�2RA -1 fA w y >m=nGS10$�=0 cDObO�o02OZCT+�;;Z ZCZn <'fz/IA �jl� pp�;DC�DncHc000m �mcto m Y� �p AI �yymR 0 .-((� n� Ax n m2 v�$ ZSS�l �fpmao�ao�za u ZM6 m O 52-1 ObCpOA-1Av2 i A(CA�5z0�_0A N�mCOT01;lZ 0p<m 2 mAANACrArI�C;-x�av�C G S oo zca �C om ? 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Fof A2 o x vm �n0Q �)m �v"�� vyz o O O (�j N 0. mlyn NO 'gyp SNb m Z fi29 �4 �� X10 OA {{��j'N Z O C N N -C m A� N 0 v '�� z 4 v o �"o m 2222 my Y. Dm G) A CD CITY OF BREMERTON P 8 DATE: FEB 2017 A�p O T KITSAP COUNTY WASHINGTON �R °1 -4aB `P SCALE: NOTED v EAST PARK STORMWATER OUTFALL Of N DRAWN: S.E.M. 06my 0b3m2a' SYMBOL LEGEND, ABBREVIATIONS �ssln a� roti CHECKED: B.P.B. CONSULTING ENGINEERS �1 3710 168TH STREET NE. BLDG. B. SUITE 210 7 /7 No. REVISION DATE APPD APPROVED: B.P.B. ARUNGTON, WA MM . (360) 464 -WO gaom m gIg 3 y=� b O 9o�f T ;figlom (a a �COy Q yRr m $ R X f i z O I � RF 1 I II II I I I I I I I I I I ----------------------- WHEATON WAY �� / / ------ I ---- cl 1 \ J// di ----------------- / 7 CITY OF BREMERTON KITSAP COUNTY WASHINGTON EAST PARK STORMWATER OUTFALL SURVEY CONTROL REVISION DATE: FEB 2017 SCALE: NOTED DRAWN: S.D.C. CHECKED: B.P.B. APPROVED: R.A.B. 0 N gra m 1L0 Camay 8z 08LOZMLO, Iva. CONSULTING ENGINEERS 3710 18BM STREET NE, BLDG. B, SUITE 210 ARLINGTON, WA 98223 • (380) 454-5490 Lp o a D z N s m _m f w v N �mDN�-foam O<m°1yonF m0pp 000� v m z p A -1 0 � m > tyr O C mFo�^�Nmp_ cloyzDm�f�i°� a mn� A,fom F�m�mzz� FAX �m6 '- p i� � mp�DOZ rn D 55 o h m p((OD y� m m 'oi A O m 3 D m r 'n< CITY OF BREMERTON KITSAP COUNTY WASHINGTON EAST PARK STORMWATER OUTFALL SURVEY CONTROL REVISION DATE: FEB 2017 SCALE: NOTED DRAWN: S.D.C. CHECKED: B.P.B. APPROVED: R.A.B. 0 N gra m 1L0 Camay 8z 08LOZMLO, Iva. CONSULTING ENGINEERS 3710 18BM STREET NE, BLDG. B, SUITE 210 ARLINGTON, WA 98223 • (380) 454-5490 _..CAMPBELL WAY. a V z I 0 p' I o rn CITY OF BREMERTON KITSAP COUNTY WASHINGTON NO DATE: FEB 2017 A-9, SCALE: NOTED >r x o o> EAST PARK STORMWATER OUTFALL PLAN AND PROFILE$ys�oN. n o +yeti X DRAWN: S.E.M. .1 CHECKED: B.P.B. APPROVED: B.P.B. gam, { I I' I jf a Lan No. J DATE APPD -, z -1 V z I 0 p' I o rn CITY OF BREMERTON KITSAP COUNTY WASHINGTON 4 P �pgt,r `4g + & DATE: FEB 2017 A-9, SCALE: NOTED >r x o o> EAST PARK STORMWATER OUTFALL PLAN AND PROFILE$ys�oN. n o +yeti DRAWN: S.E.M. .1 CHECKED: B.P.B. APPROVED: B.P.B. I' I jf a 71 � WAR 16 ET NNE, BLDG, S. SUITE 210 «% 454'5490 No. REVISION DATE APPD All 0 } _ ),:..: ._ J/ O O N !O tp OD V W fA A W N 0081, -1 50 M ;v N�.I vacs q(nzA (I (no c) v g� xo � CO 'oNZ d X� Ngo z �z ggvc�i 0 `�s� n "o m Jim z;Z g F a a�A i o n C s VzF g� N N Oq q gv us o0 m z 0 �O� r o/1OAC o c z <r�, j myy A 61o.D v0 c; * c C Z 31.o o ov ;oom it f zer0- g! 4Ino C Z {g� D~ r_-y� ^ oy O 2 m mmZ c ;DZNmv ai 2 AZm of �p 00 ^G 600 z O g A ; �im N O o z aoz v�oo ac $ s Z v o.- Z00 mz gZ3g i— o� z o1- cE f."ci C xo 0 sn'ov T." �= 55 v� AN m a a No fan 1p0( ^ ; Z A� a Zo g OA 7yON �� m[� N W �O som m D F- m z �; m Z � c v my nm o m O VA N o � ;C Z gm 11-10 f rn Qx x gm ism d d tm wo �m sia m F am o0 O g O N on O vi o N nA $ F �g� c ERB =3 �y In zo OR N O �N zv0 z A �m 0 � m vC Im, � A -q +�v g S N o zz o g� z gp c z F �" rn rn o rn CITY OF BREMERTON KITSAP COUNTY WASHINGTON 4 P �pgt,r `4g + & DATE: FEB 2017 A-9, SCALE: NOTED >r x o o> EAST PARK STORMWATER OUTFALL PLAN AND PROFILE$ys�oN. n o +yeti DRAWN: S.E.M. Q_ i1 L ' T 7 vIL 0 J� 1ORM le jz' 6 CONSULTING ENGINEERS CHECKED: B.P.B. APPROVED: B.P.B. I' I jf a 71 � WAR 16 ET NNE, BLDG, S. SUITE 210 «% 454'5490 No. REVISION DATE APPD ao lk �Zoio> cn ��rsl�sps ozpzx�i ��a a I �amFr"OZ� pDW N�O�pm rn oz °moi{ v o�mmvr�o•/ x A a�m�s°o oZp o�Nimv biox Ov��nvoin mm4La aC�C A E Z�A,,S v�r�� F^'am0a m� zoi* x toz y-0'a, mp \�� vF t C 0- °-9m �mv_c ^�nrv'�"v m J )O�j iii Q 0 mem c' 'Uv �4 czi a go i A mrd= Z1O: z cm'4x' D s < ai Aal SiCD 000 >�o °O �f 00,000 0 M o00 3xo� t'v��\ 0 0 Rio 000° \ / ° ° •`- �% ~4 O� FF z� a ooa Age 1 Ag w0�'0 -400 zoo FzA mD l4,, \\ j rz>orgo \ {� Foga 256 $ -nPo>00 rh;u m PQ 'An in mD-g� is��NQt zimp u�o"O; imp v�qm N rA 8 oo DgA 1�+A< �p ZAZyN n O �y iyp�p $NPo�c z P ' cs�y tom ZCi ��'..� ZZ8 N V! 1 a° r" o0 1 i Om0 jmoo jl •' '; ,:% vo 0 1 NN r r+r OS D Z I W 0 �W nm-� Zd- C r fel 9 m vo 1-A0 ra D Z 0 I =1a0 V 3 0 is m 0 0 I A Z v r ai t F ��0 z n O O �uZ a a Z 0�0 ^z 0 / r m0O �I Q . p. -Dinm :02N D CZ> C) N { N � m 'OO Cin m; O o y?r vo w� >y °', uQ 1 co m E! coi"-I � F p cm;u E mFx vw.� N iN a m� yy 5 X, gF z Z '9 D D A CA �. 0 Dn { ` NDD jj m v T CITY OF BREMERTON Y P a DATE: FEB 2017 O $� KITSAP COUNTY WASHINGTON ��44� ��"e,+E� SCALE: NOTED EAST PARK STORMWATER OUTFALL 'v 9 DRAWN: S.E.M. CIN II07rMv Q 0 i7 �?L 6 OUTFALL STRUCTURE DETAILtoxeL CHECKED: B.P.B. CONSULTING ENGINEERS No. REVISION DATE ARUNGTDN, WA 98 APPD APPROVED: B.P.B. 3710 188TH STREET NE BLDG)0. ��SUITE 0 223 A m� om ommamzaFi 0;. �oN Z m N� �� F) 0c, GT A0 C7 M m m -r-c'. z3A8Zo�F;F �" m - FO off nNA mm 0 N v I�l ff[[ O O Fid n z assysv�a mm a9.�oFxx0Z zD D`ai z\z00 z -1 s;- ym ,�. R�1O ZFa;OmF g q M>>O�2r� 'vN< rM o ��10 � A" Vi yip (A W" 2._6. in m ti m N m NSA-F- v O Zm� mac 71 Z �� a ? AN _ -n 0v1 OX ZO m ax -.DZ D D A ca N Cc�AS \`j\\'/ / n U1�FZU'F ITI z'y 2� r�vo /., /, ' P M M �"j00�m ro 117 mpvm (� OA=m '�I z=sn� D v co O v�Zgc� im top_,7 zl v Z1 �WOR v tea`" vv \\% ® au i m vAr o Nr� Ap�m �� \/ T' zo mm m m RI ix"aaclm Fn �V i m 11sm0� �p p m Mm 0 m >t�'// z ? n IV tom 6- 12' \. ; D'o x n = Fm cu T. N 'G ? j s `" r� m a W DEPTH VARIES I t x SEE PLANS n o [- a n ^' n Ap 12- 0� NQ N 47m 2C �� am 0 z --o� mF^ \/ O o r /\ m 0 o \ gv W rn Of Z Om tn� m�� O D 'U m CO 0 /i.' : s5 O� z m z0- Z :\\ .< .. > m 0 0 33 m rnc D' m g Z ZDOpA fO�0 gx v z .11603 m;�Zyr�vmvb �r�w �� �"f-' � x 2 Z g m o n vn p M n m ' moi v s D m t V Z Mv 6Fnv �/ lnaa v OE to %a m0 m o�f � o Z v{ Z p ;_ �y mox Z Fwzo [Fnw Z� O OO_v F WO zr O tom 1 / -040 %J N O 0 X M N Da 6'-0. N W 8 C o00 A ; 0 +W 000 0 CITY OF BREMERTONY P a DATE: FEB 2017 M o T KITSAP COUNTY WASHINGTON �Q¢r a°e Q�n� SCALE: NOTED � EAST PARK STORMWATER OUTFALL iA o+e ya DRAWN: S.E.M. G 1-y ONOe IN—E_ _ Lr— A DETAILS to L - CHECKED: B.P.B. CONSULTING ENGINEERS -7 3710 1681H STREET NE, BLDG. B, SUITE 210 {�{ 1/ No. REVISION DATE APPD APPROVED: B.P.B. ARUNGTON, WA 98223 .(360) 454-5490 Client#: 111013 SCARBROS1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) - TYPE OF INSURANCE 3/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sharnel Di VonaNAM' Propel InsurancePHONE FAX A/c, No, Ext): 253.310.4047 Arc, No : 866.577.1326 Tacoma Commercial Insurance ADDRESS: Sharnel.Divona@propelinsurance.com 1201 Pacific Ave, Suite 1000 MED EXP (Any one person) $5,000 Tacoma, WA 98402 INSURER(S) AFFORDING COVERAGE NAIC # GENERAL AGGREGATE $2,000,000 INSURER A: Liberty Mutual Fire Ins Co n 23035 INSURED Scarsella Bros. Inc. INSURER B: Navigators Specialty Insurance 36056 INSURERC: Axis Surplus Insurance Compa 26620 AUTOMOBILE X X X PO Box 68697 INSURER D: Travelers Property Casualty Co. 25674 Seattle, WA 98168-0697 - Allied World Assurance Company 19489 INSURER E : p y� INSURER F: 05/01/201 I wvY r%Pku[Z1 t.FKI If It _l IF NIIMK( w- OC \/101/11.1 \111111n - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR - TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 51OCCUR X BI/PD Ded: $15,000 X X TB2Z91454734106 05/01/2016 05/01/2017 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence $1,000,000 MED EXP (Any one person) $5,000 PERSONAL BADV INJURY $1,000,000 X LC 04 43 05112 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY MX PROJECT D LOC PRODUCTS - COMP/OP AGG $ 2,000,000 ✓ $ A AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS - AC8407 07/13 X CA2048 10/13 X X AS2Z91454734036 - 5/01/2016 05/01/201 EaaBINEDISINGLE LIMIT $1,000,000 ciden BODILY INJURY (Per person) $ BODILY INJURY Per accident $ ( ) PROPERTY DAMAGE Per accident $ $ B X UMBRELLA LIAB* EXCESS LIAR X OCCUR CLAIMS -MADE X X SE16EXC7496231C 5/01/2016 05/01/201 EACHOCCUR2ENCE $3000000 ;/ AGGREGATE $3,000,000 DED I X RETENTION $n/a $ A WORKERS COMPENSATIONTB2Z91454734106 AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED?N (Mandatory in NH) LA If yes, describe under DES DESCRIPTION OF OPERATIONS below / A WA STOP GAP ONLY 5/01/2016 05/01/201 WC sTATu- 0 TH- - E.L. EACH ACCIDENT $1,000,000 V E.L. DISEASE - EA EMPLOYEE $1,000,000 ✓ E.L. DISEASE -POLICY LIMIT $1,000,000 ✓ C D E Excess Liability Inst Floater Contr. Pollution X X ELU7939211012016 QT6605C528273TIL16 03083387 5/01/2016 5/01/2016 5/01/2015 05101/2017 05/01/2017 05/01/2017 $2,000,000 (X of $3mm) $1,000,000 / $1,000 ded $3,000,0001$25,000 ded. DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: East Park Stormwater Outfall. INM 1 C n City of Bremerton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3027 Olympus Drive ACCORDANCE WITH THE POLICY PROVISIONS. Bremerton, WA 98310 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2629866/M2593098 KTR00 I - IThis page has been left blank intentionally. 1 Scarsella Bros. Inc. Policy Number TB2Z91454734106 Issued by Liberty Mutual Fire Ins Co THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Index of modified items: Item 1. Reasonable Force Item 2. Non -Owned Watercraft Extension Item 3. Damage To Premises Rented To You - Expanded Coverage Item 4. Bodily Injury To Co -Employees Item 5. Health Care Professionals As Insureds Item 6. Knowledge Of Occurrence Item 7. Notice Of Occurrence. Item 8. Unintentional Errors And Omissions Item 9. Bodily Injury Redefinition Item 10. Supplementary Payments — Increased Limits Item 11. Property In Your Care, Custody Or Control Item 12. Mobile Equipment Redefinition Item 13. Newly Formed Or Acquired Entities Item 14. Blanket Additional Insured Where Required By Written Contract Lessors of Leased Equipment Managers or Lessors of Premises Mortgagees, Assignees or Receivers Owners, Lessees or Contractors Architects, Engineers or Surveyors Any Person or Organization Item 15. Blanket Additional Insured — Grantors Of Permits Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement Item 17. Other Insurance Amendment Item 18. Contractual Liability - Railroads Item 1. Reasonable Force Exclusion a. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured..This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Item 2. Non -Owned Watercraft Extension Paragraph (2) of Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: (2) A watercraft you do not own that is: LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 1 of 9 Includes copyrighted material of Insurance Services Office, Inc., with its permission. ' Scarsella Bros. Inc. TB2Z91454734106 (a) Less than 55 feet long; and (b) Not being used to carry persons or property for a charge; Item 3. Damage To Premises Rented To You - Expanded Coverage A. The final paragraph of 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. ' B. Paragraph 6. of Section I II — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, ' or in the case of damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner. ' The Damage To Premises Rented To You Limit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of "insured contract' in Section V — Definitions is replaced by the following: ' a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or explosion including water damage to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract'. D. The paragraph immediately following Paragraph (6) of exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water ' damage) to premises, including the contents of such premises, rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section I II — Limits of Insurance. Item 4. Bodily Injury To Co -Employees A. Paragraph 2. of Section II - Who Is An Insured is amended to include: ' Each of the following is also an insured: Your supervisory or .management "employees" (other than either your "executive officers" (if you are an ' organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) are insureds while in the course of their employment or while performing duties related to the conduct of your business with respect to "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 2 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. ' Scarsella Bros. Inc. TB2Z91454734106 (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the ' course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company)) or "volunteer workers" are insureds while in the course of their employment or while performing duties related to the conduct of your business for a Good Samaritan Act that results in "bodily injury": (1) To you; (2) To your partners or members (if you are a partnership or joint venture); (3) To your members (if you are a limited liability company); or (4) To a co -"employee" or "volunteer worker" while that co -"employee" or "volunteer worker" is either in the course of his or her employment by you or while performing duties related to the conduct of your business (including participation in any recreational activities sponsored by you). A Good Samaritan Act means an attempt to rescue or aid a person in imminent or serious peril, provided the ' attempt is not recklessly made. However, none of these "employees" (including supervisory or management "employees") or "volunteer workers" are insureds for the providing or failure to provide professional health care services. B. The insurance provided by this Item 4. will not apply if the injured person's sole remedy for such injury is provided under a workers' compensation law or any similar law. 1 C. Otherinsurance The insurance provided by this Item 4. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraphs 2.a.(1)(a) and (d) of Section II - Who Is An Insured do not apply to "bodily injury" or "personal and advertising injury" arising out of the providing of or failure to provide professional health care services by any "employee" or "volunteer" of the Named Insured who is a "designated health care provider" if the "bodily injury" or "personal and advertising injury" occurs in the course and scope of the "designated health care provider's" employment by the Named Insured. B. With respect to "employees" and "volunteer workers" providing professional health care services, the following ' exclusions are added to Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability and Paragraph 2. Exclusions of Section I - Coverage B — Personal And Advertising Injury Liability: IThis insurance does not apply to: (1) Liability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care services in violation of law; (3) Liability arising out of the providing of any professional health care services while in any degree under the influence of intoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knowingly wrongful act or failure to act; or ' LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. 9 Page 3 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. ' Scarsella Bros. Inc. TB2Z91454734106 (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added to Section V - Definitions: ' "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians or designated first aid personnel. ' D. Other Insurance The insurance provided by this Item 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Knowled e of an 'occurrence" b 9 y your agent, servant or "employee" will not in itself constitute knowledge by you unless your "executive officer" or "employee or other third party designated by you to notify us of "occurrences" has knowledge of the "occurrence". ' Item 7. Notice Of Occurrence For purposes of Paragraph 2.a. of Section IV - Conditions, you refers to an "executive officer" of the Named Insured or to the "employee" designated by the insured to give us notice. Item 8. Unintentional Errors And Omissions Unintentional failure of the Named Insured to disclose all hazards existing at the inception of this policy shall not be a basis for denial of any coverage afforded by this policy. However, you must report such an error or omission to us as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non- renewal. Item 9. Bodily Injury Redefinition The definition of "bodily injury" in Section V - Definitions is replaced by the following: "Bodily injury" means: a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any ' time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type of mental or emotional illness or distress. Item 10. Supplementary Payments - Increased Limits Paragraphs 1.b. and 1.d. of Section I - Supplementary Payments - Coverages A And B, are replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit' including substantiated loss of earnings up to $500 a day because of time off from work. ' LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 4 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. ' Scarsella Bros. Inc. TB2Z91454734106 ' Item 11. Property In Your Care, Custody Or Control A. Paragraphs (3) and (4) of exclusion j. of Section I — Coverage A — Bodily Injury and Property Damage Liability ' only apply to: 1. 'Property damage" to borrowed equipment, or ' 2. "Property damage" to property in your care, custody and control while in transit. B. This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this policy. C. Limits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of. Insurance, the most we will pay for insurance provided by Paragraph A., above is: ' $10,000 Each Occurrence Limit $25,000 Aggregate Limit ' The Each Occurrence Limit for this coverage applies to all damages as a result of any one 'occurrence" regardless of the number of persons or organizations who sustain damage because of that "occurrence". IThe Aggregate Limit is the most we will pay for the sum of all damages under this Item 11. Item 12. Mobile Equipment Redefinition ' The definition of "Mobile Equipment' in Section V — Definitions is amended to include self-propelled vehicles with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road Maintenance, but not construction or resurfacing; or (3) Street cleaning. Item 13. Newly Formed Or Acquired Entities Paragraph 3. of Section II - Who Is An Insured is replaced by the following: 3. Any organization, other than a partnership or joint venture, you newly acquire or form and over which you maintain majority ownership or majority interest will qualify as a Named Insured if there is no other similar insurance available to that organization. a. Coverage under this provision is afforded only until: (1) The 180th day after you acquire or form the organization; (2) Separate coverage is purchased for the organization; or (3) The end of the policy period, whicheverisis earlier. b. Coverage A does not apply to "bodily injury" or "property damage that occurred before you acquired or formed the organization; and LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 5 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. , Scarsella Bros. Inc. TB2Z91454734106 c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. Item 14. Blanket Additional Insured Where Required By Written Contract Paragraph 2. of Section II - Who Is An Insured is amended to add the following: e. Additional Insured by Written Contract or Written Agreement The following are insureds under the policy when you have agreed in a written contract or written agreement to provide them coverage as additional insureds under your policy: (1) Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipment, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). (2) Managers or Lessors of Premises: Any manager or lessor of premises leased to you in which the written lease agreement obligates you to procure additional insured coverage. The coverage afforded to the additional insured is limited to liability in connection with the ownership, maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent acts or omissions of you, your "employees", your agents or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to: (a) Any "occurrence" which takes place after you cease to be a tenant in that premises or to lease that land; or (b) Any. premises for which coverage is excluded by endorsement. (3) Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as ' mortgagee, assignee or receiver and arising out of the ownership, maintenance or use of your premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. c�(4) Owners, Lessees or Contractors: any person(s) or organization(s) to whom you are obligated by a t \ written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors, in the ' performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" included in the "products -completed operations hazard" unless you are required to provide such coverage_for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whole or in part, by your acts or omissions or the acts or omissions of your "employees", your agents, or your subcontractors. There is no coverage for the additional insured for liability arising out of the sole negligence of the additional insured or those acting on behalf of the additional insured, except as provided below. ' LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 6 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. Scarsella Bros. Inc. TB2Z91454734106 ' If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additional insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. (5) Architects, Engineers or Surveyors: any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In connection with your premises; or (b) In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Supervisory, inspection, architectural or engineering activities. t(6) Any Person or Organization Other Than a Joint Venture: Any person or organization (other than a joint venture of which you are a member) for whom you are obligated by a written agreement to procure additional insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations; or b In connection with rem' () premises owned by you. ' This insurance does not apply to: 1. Any construction, renovation, demolition or installation operations performed by or on behalf of you, or those operating on your behalf; 2. Any person or organization whose profession, business or occupation is that of an architect, surveyor or engineer with respect to liability arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, specification or the performance of any other I professional services by such person or organization; or 3. Any person or organization more specifically covered in Paragraphs e.(1) through (5) above. The insurance afforded to any person or organization as an insured under this Paragraph 2.e.: (1) Applies only to coverage and minimum limits of insurance. required by the written agreement or written contract, but in no event exceeds either the scope of coverage or the limits of insurance provided by this policy; LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 7 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. ' Scarsella Bros. Inc. TB2Z91454734106 1 (2) Does not apply to any person or organization for any "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this policy applies to that person or organization with regard to the "bodily injury", "property damage" or "personal and advertising injury"; (3) Applies only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed, subsequent to the execution of the written agreement; and (4) Applies only if the written agreement is in effect at the time the "bodily injury" or "property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. Item 15. Blanket Additional Insured — Grantors Of Permits Paragraph 2. of Section II - Who Is An Insured is amended to add the following: Any state, municipality or political subdivision with respect to any operations performed by you or on your behalf, or in connection with premises you own, rent or control and to which this insurance applies, for which the state, municipality or political subdivision has issued a permit. However, this insurance does not apply to: 1. 'Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" included within the "products -completed operations hazard", except when required by written contract or agreement initiated prior to loss; or 3. 'Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 16. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery because of payments we make under this policy for injury or damage arising out of your ongoing operations or "your work" included in the "products -completed operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. Item 17. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization that qualifies as an additional insured on this policy, this policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will govern. ' However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same 'occurrence", claim or "suit". Item 18. Contractual Liability — Railroads Paragraph 9. of Section V - Definitions is replaced by the following: 9. "Insured Contract" means: LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 8 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. Scarsella Bros. Inc. TB2Z91454734106 a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failing to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. LC 04 43 05 12 © 2012 Liberty Mutual Insurance. All rights reserved. Page 9 of 9 Includes copyrighted material of Insurance Services Office, Inc., ' with its permission. This page has been left blank intentionally. IPOLICY NUMBER: AS2-Z91-454734-036 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With. respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are 'insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization whom you agreed in writing as an additional insured, but only for the coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy Information required to complete this Schedule, if not shown above; will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form, CA 20 48 10113 © Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. Policy Number Issued by THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor - Additional Insured and Loss Payee IV. Supplementary Payments - Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible - Single Deductible XI. Physical Damage Deductible - Glass XII. Physical Damage Deductible - Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV., Worldwide Liability Coverage - Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage - Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice'of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words you and your also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A. There is no similar insurance available to that organization; B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1. The 90th day after you acquire or form the organization; or 2. The end of the policy period, whichever is earlier; and . C. The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 0713 © 2013 Liberty Mutual Insurance. All rights reserved. Page 1 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION II - LIABILITY COVERAGE is amended to add: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The coverages provided under this section apply to any "leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first. B. For any "leased auto" that is a covered "auto" under SECTION II - LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured provision is changed to include as an "insured" the lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1. You. 2. Any of your "employees" or agents; or 3. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. C. Loss Payee Clause 1. We will pay, as interests may appear, you and the lessor of the "leased auto" for "loss" to the covered "leased auto". 2. The insurance covers the interest of the lessor of the "leased auto" unless the "loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor of a "leased auto", we will obtain his or her rights against any other party. D. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. ' E. The lessor is not liable for payment of your premiums. F. For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto" which you lease for a period of six months or longer for use in your business, including any "temporary substitute" of such "leased auto". AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 2 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, "loss" or destruction. IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION II - LIABILITY COVERAGE are deleted and replaced by the following: (2) Up to $3,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including the actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A. Exclusion B.5. of SECTION II - LIABILITY COVERAGE does not apply. B. For the purpose of Fellow Employee Coverage only, Paragraph B.5. of BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6. in SECTION II - LIABILITY COVERAGE for a covered "auto" is amended to add: This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A. Paragraph AA.a, of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of $1,000. B. Paragraph AA.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. VIII. AIRBAG COVERAGE Exclusion B.3.a. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: This exclusion does not apply to the accidental discharge of an airbag. AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 3 of 11 Includes copyrighted material of Insurance'Services Office, Inc., with its permission. Policy Number Issued by IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced b the following: P Y 9 ' a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: (1) Are your property or that of a family member; and (2) Are in a covered "auto" at the time of "loss". The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: ' D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE - GLASS tParagraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM Paragraph D. in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a' global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS ISubparagraphs A.2.a. and A.2.b. of SECTION IV- BUSINESS AUTO. CONDITIONS are changed to: a. In the event of "accident", claim, "suit" or "loss", your insurance manager or any other person you ' designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or "loss". Such notice must include: (1) How, when and where the "accident" or "loss" occurred; 1 . AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 4 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number ' Issued by (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be ' considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the ".accident claim, "suit" or "loss" from your agent, servant or "employee". b. Additionally, you and any other involved "insured" must: (1) Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. ' (2) Immediately send us copies -of any request, demand, order, notice, summons or legal paper received concerning the claim or "suit". ' (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4) Authorize us to obtain medical records or other pertinent information. (5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: ' Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS Condition B.7. in SECTION IV - BUSINESS AUTO CONDITIONS is amended to include the following: For "accidents resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: ta. If claim is made or "suit" is brought against an "insured" outside of the United States of America, .its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or "suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 5 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by b. We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. ` ' Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. ' XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A. We will pay for "loss" under Comprehensive and Collision coverages to a cover " P g ed auto of the private passenger type hired without an operator for use in your business: 1. The most we will pay for coverage afforded by this endorsement is the lesser of: a. The actual cost to repair or replace such covered "auto" with other property of like kind and quality; or b. The actual cash value of such covered "auto" at the time of the "loss". 1 2. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3. If a repair or replacement results in better than like kind or,quality, we will not pay for the amount of the betterment. ' B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does.not apply. C. Paragraph AA.b. of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; ' (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto'; or ' (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 6 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900. a' XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos "insureds", premiums paid, claims made, or vehicles involved in the "accident". ' If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II - LIABILITY COVERAGE is amended as follows: 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: a. Any "auto" owned by that individual or by any member of his or her household; or b. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2. The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1. of this endorsement. C. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any "auto" owned by that individual or by any "family member". tD. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1. Any "auto" owned by that individual or by any member of his or her household; or AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 7 of 11 Includes copyrighted material of Insurance Services Office, Inc., . with its permission. Policy Number 1 Issued by 2. Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E. For purposes of this endorsement, SECTION V - DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C. Our payment is limited to the lesser of the following amounts. 1. Necessary and actual expenses incurred; or 2. $30 per da with a maximum of 90 ' Y $ 0 in any one period. D. This coverage does not apply: 1. While there are spare or reserve "autos" available to you for your operations; or 2. If coverage is provided by another endorsement attached to this policy. E. If a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX. NOTICE OF CANCELLATION OR NONRENEWAL A. Paragraph A.2. of the COMMON POLICY CONDITIONS is changed to: 2. We may cancel or non -renew this policy by mailing written notice of cancellation or non -renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non -renewal Schedule: a. For reasons of non-payment, the greater of: (1) 10 days; or (2) The number of days specified in any other Cancellation Condition attached to this policy; or b. For reasons other than non-payment, the greater of: AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 8 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by (1) 60 days; (2) The number of days shown in the Cancellation and Non -renewal Schedule; or (3) The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non -renewal. B. All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limit of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total 'loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2. Any: a. Overdue lease/loan payments at the time of the 'loss"; b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c. Security deposits not returned by the lessor; d. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and e. Carry-over balances from previous loans or leases. This coverage is limited to a maximum of $1500 for each covered "auto". XXIL .LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY - NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 9 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy. Number Issued by A. Coverage 1. Paragraph B.7. of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a. The "accidents" or "loss" occurs within 25 miles of the United States border; and b. While on a trip into Mexico for 10 days or less. 2. For coverage provided by this section of the endorsement, ,Paragraph B.5. Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such 'loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be.driven, we will not pay more than the actual cash value of such 'loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1. If the covered "auto" is not principally garaged and principally used in the United States. 2. To any "insured" who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5. in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 10 of 11 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number Issued by Premium, Liability Physical Damage dIZZ Total Premium V. Fellow Employee Schedule of Employees: XVIII. Drive Other Car Name of Individual XX. Notice of Cancellation or Nonrenewal Name and Address Schedule LIAB MP UM UIM COMP COLL Number of Days EM AC 84 07 07 13 © 2013 Liberty Mutual Insurance. All rights reserved. Page 11 of 11 Includes copyrighted material of InsuranceServices Office, Inc., with its permission. This page has been left blank intentionally. CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 'I PROJECT East Park Stormwater Outfall NAME: PROJECT NO: 864 CONTRACTOR: Scarsella Bros. ORIGINAL CONTRACT AMOUNT: 374,428.00 DAYS: 0 PREVIOUSLY_ APPROVED 0.00 DAYS: 0 CHANGES: THIS CHANGE: 29.823.00 DAYS: 0 REVISED CONTRACT AMOUNT:' 404,251.00 DAYS: 0 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION (DAYS:) Bid Item 5 — Bank Run Gravel for Trench Backfill ,----- ($8,967.00) Bid Item 1 - Unexpected Site Changes: Work Change Directives 1 to 14 $24,498.14 ------------- .. Bid Item Z- Controlled Density'. Fill:'. 3 000 00) Bid Item 5 — Bank Run Gravel for Trench Backfill ,----- ($8,967.00) Bid Item 6 — Removal of Unsuitable Material ------------- ($270.00) Bid Item 7 — Quarry Spalls $4,199.86 -------------- Bid Item 8 — Rounded Beach Rock -$13;362.00 -------------- !` - TOTAL CHANGE IN CONTRACT AMOUNT $42,060 00 ($12,237.00) 0 - INCREASE OR .(DEGREASE) ..: Rule 171 applies to all items, ,sales.tax included in WCD..; Tax not calculated separately. I Contractor acknowledges and accepts that this Change, Order, constitutes final settlement of all claims 'of any kind or nature arising from or connected with any work either covered or affected by this Change CONTRACT CHANGE ORDER NO: PROJECT NAME: East Park-Stormwater Outfall The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR Approved: DATE:.(S . PROJECT MANAG R 40 O l Recommende.: DAT/ CITY ENGINEER Council action is required as project cost will exceed approved budget. ❑ Yes ❑ No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes ❑ No Recommended: DATE: DIRECTOR OF PUBLIC WORKS AND UTILITIES G Recommended: � � Vah MAYORDATE; Approved: DATE; l`Ar U APPROVED AS TO FORM: ATTEST: Page 2 of 2 lab City Clerk 1\ r4 0 N r-I m I- 00 0 cr oo �D o O 3 00 O o O o O O N O LA O 0 0 O m o Ln m lll fV cn + MMq�� M M ri v Ct in lr1 OO o O u1 O Q a O0 O1 0 OO 0 0 O 0 0 O 00 0 L `r '^ r-4 O .-i ui ri in m i/} vi v00 AA. Ln to 1D ��y m v> A ri O r -I rl N N r{ l0 r -I n N N rl N .-1 C 0 O 0 0 O O O O O O 00 s o O �+ E o O O 0 O M O N N Q vMi m M^1 M m u o o 00 0 a O o 0 0 0 o o In OR o O p o Ln O O O Ln o vi Ln C O `� in r�-1 .--i r-1 L} M Vf d iA o0 to N M V1 in ei ON r-Iri ON Op r -I 3 0 U U u J Z} H U Z H Z H 01 4! Ln O r1 U a — Z °' O 0o — U �, a .� U _ D O 0 Y f6 c; 0 >. s N C '^ v un Z O c -_ o ar U V L U I.L U) L o u y N v Q c O �' 3 W F- L > C u Q C O 3 > u m 0 v �a m m v v U 0 41 41 W C 0 - V1 - F- a O � t u CC >` O N r LnW 01 ci C 0 C w _y C E m C 3 J C O U 1"n F- m OAC 3 (f m F - 0 v r -I N M C' u'1 lD 1, 00 m CITY OF BREMERTON WORK CHANGE DIRECTIVE (WC®) WC® #: 1 ®ate: 7/17/17 Project Name: East Park Stormwater Outfall Project #: 864 Contractor: - Scarsella Bros. NTP Date: May 3, 2017 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Cut down and dispose of large diameter cottonwood tree ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will, involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ® Unit Price ❑ Contractor's Records ❑ Lump Sum ❑✓ Engineer's Records ❑✓ Time & Materials ❑ Other: ® Other. Estimated increase (decrease) in Contract Price: $ 2504.26 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: - By: PAGE 1 OF 1 CITY OF BREMERTON East Park Stormwater Outfall 1 864 CONTRACTOR Scarsella Brothers, Inc DATE 7/12/2017 SUBCONTRACTOR EST# WCD#1 DESCRIPTION OF WORK PERFORMED - remove and dispose large oak tree ITEM # 1.001 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Casey Nelson 226.47 Operator Frmn 4 $ 70.57 $282.28 Kent Howard 226.47 Operator Frmn 4 $ 70.57 $282.28 Cory Stone 70% labor app 113.16 Apprentice 70% 4 $ 41.32 $165.28 Brian Thompson gen 113.03 Clean up Laborer 4 $ 53.09 $212.36 George Keller 336.72 Teamster 2 $ 59.34 $118.68 LABOR SUBTOTAL $1,060.88 20% markup $212.18 EQUIPMENT TOTAL LABOR $1,273.06 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT Ford F150 2-251 4 20.71 $82.84 Hitachi 225 17-217 4 95.85 $383.40 Mack Solo 9-33 2 62.88 $125.76 EQUIPMENT SUBTOTAL $592.00 20% markup $118.40 MATERIALS OR SERVICES TOTAL EQUIPMENT $710.40 VENDOR & INVOICE # MATERIAL AMOUNT Allen Shearer Trucking and Landscapir Inv #40780 Brush 2 loads @ $200 = $400 + 8.5% tax $434.00 MATERIALS SUBTOTAL INCLUDING TAX $434.00 20% markup $86.80 TOTAL MATERIALS 1 1 $520.80 Subtotal of Above Items $2,504.26 TOTAL $2,504.26 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE 0 91 N a` c N ~ d co %A 2 IDN C o �3 N M� a E r o U) m S°O . 8 .� 3,_ �a cl O n ` C � � C o tl C o :3 CX(d ov U rn (fl N (D 'r- VI 1. co v 3 p p r C c U Y tin N g v O N N N C CLN 7 N O i N N N 0 a o 4- T C o H � r c o 2 3: cn Q. aNi ° U 0 0 Z Q C } c 'O � O w 0 z 0 C o. E o . E z w c cr CL w .5 a�' v (A m .. ` i W o .O .O Li E Allen Shearer Trucking & Landscaping Su pplyjnca P.O. Bo -v 789: Belf th-, WA 98528 [BILL TO: Scarsella Construction Inc. P.O. Box 68697 Seattle, Wa 98168-0697 SPARSE`- STA TEMENT M.11/2017 DATE DESCRIPTION AMOUNT BALANCE 06/3012017 Balance forward 0.00 07/11/2017 INV #40767,300.00 300.00 --- Brush, I @ $300.00 = 300.00 3.001 $500 --- Tax: Tax @ 8.5% = 0.00 07/17/2017 INV #40780. 600.00 900.00 --- Brush, 3 @ $200.00 = 600.00 2 loads Force --- Tax: Tax @ 8.5% = 0.00 account - added 07/31/20.17 Amount Due 900.00 tree code to J 1 001 0 ..ALL W ALLEN TRUCKING TRUCKING & LANDSCAPE SUPPLY, INC. & LANDSCAPE SUPPLY, INC. P.O. BOX 789 ' Eldtfak, WA 98528 - Phone"(360) 275-,3465 P.O. Box 789 - Belfair, WA 98528 - Phone (360) 275-3465 DATE V CUSTOMER REMARKS 2 DRIVER ❑ ON ❑ OFF DATE A CUSTOMER li 6A REMARKS X D : kIVER ON 0 OFF Project Name:' East Park Stormwater Outfall CITY OF BREMERTON Project #: 864 -Contractor: Scarsella Bros. -- WORK CHANGE DIRECTIVE (UVC®) - NTP. Date: ...May 3, 2017 WCD #: 2 Date: 7/17/17 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Cut out section of diffuser and reweld ATTACHMENT If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ® Unit Price ❑ Contractor's Records ® Lump Sum 0 Engineer's Records ® Time & Materials ® Other: ® Other: Estimated increase (decrease) in Contract Price $ 1560.83 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion. 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: By: PAGE 1 OF 1 CITY OF BREMERTON East Park Stormwater Outfall864 CONTRACTOR Scarsella Brothers, Inc _ DATE 7/17/2017 SUBCONTRACTOR EST# �p .. YVCD#2 .. ::. DESCRIPTION OF WORK PERFORMED. Cut out section of the diffuser. Brought the bend to a I befter grade - I ITEM # _ Aw. LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47;Operator Frinn 3 1. $ 70.57 $ 94.84 $211.71 Bryan.Thompson 113.3 Clean up Laborer ' 2 ::i $ 53.09 $ 69.74 $106.18 Kyle Kingman 226.41 Exc/Hoe 15-30 to 2.5 $ 67.12 $ 89.67 $167.80 Corey Stone 113.16 Labor Apprentice 70% 1.5 $ 41.32 $ 55.05 $61.98 i LABOR SUBTOTAL $547.67 20% markup $109.53 EQUIPMENT TOTAL LABOR $657.20 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT PC308: 17-185 3 i. 125.88 $377.64 F350 tool truck '< 2-251 3 18.85 $56.55 ,I 'o - EQUIPMENT SUBTOTAL $434.19 20% markup $86.84 MATERIALS OR SERVICES TOTAL EQUIPMENT $521.03 VENDOR & INVOICE # MATERIAL AMOUNT Fergusson Inv#0558370 Welder/fuser machine 3 hrs 2 $97.50/hr $292.50 tax $26.33 I j MATERIALS SUBTOTAL INCLUDING TAX $318.83 20% markup $63.77 NOTAL MATERIALS $382.60 Subtotal of Above Items $1,560.831 TOTAL I I$1,560.83 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE o if N (� a O m W > ao Cc ° S cr L. C Z CIN,+' o C a �12I •a° y 8 1 Ql m V G .N La �. 40 O v Q o4 N � c o Y CO cc N Q o�S i' 2 �D a 0 o La lji a O A' a c M 6 l� o -- CL O w o Z c � 3 o E E E E �° $ n. v 00 r N W p Z U U o O J. Peter From: Daryl.Clark@Ferguson.com Sent: Thursday, August 17, 2017 4:31 PM To: Daryl.Clark@Ferguson.com Subject: FUSION MACHINE Order Confirmation # 0558370 i FEI a SILVERDALE WW #1604 11650 CLEARCREEK RD NW SILVERDALE, WA 98383-0000 Phone: 360-697-1510 Fax :360-895-7777 Order No...: 0558370 Order Date: 06/29/17 Req Date: 08/23/17 $hip Via..: COUNTER PICK-UP Writer ........ : PEST Terms.....: NET l OTH PROX Sold To.......: SCARSELLA BROS INC Ship To...: SCARSELLA BROS INC PO BOX 68697 PO BOX 68697 SEATTLE, WA 98168 SEATTLE, WA 98168 Cust PO#..: 864-3.001 Job Name.: EAST PARK OUTFALL Description Quantity NPrice UM Item et Total __-- MC900T MCELliOY 900 FUSION MACH TRACSTAR DY 1 — 3900.000 IEA — 3900.00 Subtotal: $3900.00 ;9v v /W��C. �� ��. �A g'V Inbound Freight: $0.00 Y l Tax: $351.00 Order Total: $4251.00 WARRANTY PROVISIONS The purchaser's sole and exclusive warranty is that provided by the manufacturer, if any. Seller makes no express or implied warranties. SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT WILL SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING DIRECTLY OR INDIRECTLY FROM THE OPERATION OR USE OF THE PRODUCT. SELLER'S LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE RECEIVED BY SELLER. Complete Terms and Conditions are available upon request or can be viewed on the web at http://wolseleyna.com/terms_conditionsSale.htmi. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non -potable applications. Buyer is solely responsible for product selection. CITY OF BREMERTON WORK CHANGE DIRECTIVE (WC®) WCD ##: 3 Date: 7/11/17 Project Name: East Park Stormwater Outfall -Project #: 864 - Contractor: Scarsella Bros. NTP Date:. May. -3,.2017 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Vactor services for potholing around unforeseen utilities ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price 0 Lump Sum []✓ Time & Materials D Other: Estimated increase (decrease) in Contract Price: $ 1516.61 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. Method of determining change in Contract Times: ® Contractor's Records ❑✓ Engineer's Records ® Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: Q days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON 5� By: By: PAGE 1 OF 1 East Park Stormwater Outfall 864 CONTRACTOR - - Scarsella Brothers, Inc DATE 7/1"1/2017 -. - - SUBCONTRACTOR EST# 1NCa#3 DESCRIPTION OF WORK PERFORMED - Pothole extra areas of utilities not shown on plans - p ITEM # 1,;001, LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47,Operator Frmn2 $ 70.57 $141.14 LABOR SUBTOTAL $141.14 20% markup $28.23 TOTAL LABOR EQUIPMENT I $169.37 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated RatE Standby RatE AMOUNT EQUIPMENT SUBTOTAL $0.00 20% markup $0.00 TOTAL EQUIPMENT MATERIALS OR SERVICES $O.OU VENDOR & INVOICE # MATERIAL AMOUNT Pro Vac Inv#170710-022 Half of invoice = 5.25 hrs @ $180/hr + 1 load disposal @ $85/ld + tax $1,122.70 I I I MATERIALS SUBTOTAL INCLUDING TAX _ $1,122.70 20% markup $224.54 ITOTAL MATERIALS $1,347."c4 Subtotal of Above Items j $1,516.61 TOTAL i $1,516.61 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE u 0 V1 O a'. 0 ..`J tll C� N W N U E. 0 w v Y o Z c O 12C c a •€ i $ o a ^ `� C Q m N' m U2 A N y 0 O O c o cO 72 r. N U Co a� (n ® m n 0 N O 00, U cU o Y N 0CD 0 0 m � 0 Ouj I. N o = � ` � o N 2 Q U w� V1. N c � V 0 -g. c .d O ,«a � a 7 J 7 cr O w o z 3 ? m o E '' CD .6 E E CLCL co 0 O 0 w w ._ U) + l Y p a W o Z U. U O O d d 0 V1 6M 112th St-E Puyallup, WA 98373 A Phone: 886 565-5665 2,11 Bill To: 928 Scarsella Bros, Inc P O Box 68697 Seattle, WA 98168 Invoice Invoice Number: 170710-022 Invoice Date: 7/11/2017 Page: 1 of 1 Serrvi ce 032503 Location; Scarsella #864 Isc 1301 Cambell Way Bremerton, WA Work Order ID Complete Date PO Number Terms Called In By 170710-022 07/11/2017 Net 30 Days Casey 253-261-4102 Description of Work Hydro excavate ground utilities Unit Qty Item ID Description Price Disc % Amount Services Performed 1.00 ET-10.5hrs @ $180.00/hr Parts 2.00 Disposal of 2 loads We now offer Emergency Spill Response Services! Please call 888-565-5665 1,890.00 1,890.00 SubTotal 1,890.00 85.00 170.00 SubTotal 170.00 Invoice Subtotal 2,060.00 Sales Tax (9.00%) 185.40 Invoice Total 2,245.40 Payment Received 0.00 Balance Due 2,245.40 CITY OF BREMERTON W®IRK CHANGE DIRECTIVE (WC®) WCD #: 4 Date: 7/20/17 Project Name: East Park Stormwater Outfall Project #: 864 Contractor:. Scarsella Bros. NTP Date: _ May 3, 2017. YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Place additional 4 -man rock for wall ATTACHMENT If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The - Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price ® Lump Sum ®✓ Time & Materials El Other: - Estimated increase (decrease) in Contract Price: $ 2549.79 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: PAGE 1 OF 1 Method of determining change in Contract Times: ® Contractor's Records �✓ Engineer's Records El Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CITY OF BREMERTON East Park Stormwater Outfall 864 CONTRACTOR - - Scarsella Brothers, Inc DATE - 720/2017 • - - - SUBCONTRACTOR EST# WC:D#4 DESCRIPTION OF WORK PERFORMED - Extra 4 man rock at wall _. ITEM # ... ` 1..0.01 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47 Operator Frmn .!s 3 $ 70.57 $ 94.84 $211.71 Bryan Thompson' "'' "' 113.3 Cleanup Laborer " ' 3 $ 53.09 $ 69.74 $159.27 Kyle Kingman 226.41 Ezc/Hoe "15-30 In .. ` . 3 - $ 67.12 $ 89.67 $201.36 Andy Hall 336.75 Dump 16 - 30 cy : ` 4.5 $ 60.29 $271.31 LABOR SUBTOTAL $843.65 20% markup $168.73 EQUIPMENT TOTAL LABOR $1,012,37 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT Hitcahi 225 Exc 17-217 3 95.85 $287.55 Cat 950 Loader ` 15-98 3 62.61 $187.83 Mack Solo ` 8-31 4.5 59.92 $269.64 Pup.: 27-110 4.51 15.4 $69.30 EQUIPMENT SUBTOTAL $814.32 20% markup $162.86 MATERIALS OR SERVICES TOTAL EQUIPMENT $977.18 VENDOR & INVOICE # MATERIAL AMOUNT Pyramid Materials Inv 10106203 2"4" crushed rock 9 tns pd in BI47 Washington Rock Inv 78262 4 man rock 14.92 tns @ 29/tn = $432.68 + tax $466.86 MATERIALS SUBTOTAL INCLUDING TAX $466.86 20% markup $93.37 NOTAL MATERIALS 1 1 $560.23 Subtotal of Above Items I I$2,549.79 TOTAL 1 1 $2,549.79 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE A r` 0 O a c N � � O W d cn mo 1f I N Q E O a) J r ` 7 v Q ea vD N' o 7 cn m •c N O o a OL iT d) m C f0 ° 3 y Q r N `o N L o' �U \ C o .c o U rn .0 V v a Y U : !n t m a) r`r Oi u co a 3 ° a) o V c p p Q Q Nca !' O 0 a) f XLui O y N 7 N iLL1 I lz. a - O � c O o to= �- ' m=° a U � m c N ca co Y j 1 i N m d m a Q d Z C O lj 3 o E E L- n m c o O z w > w N 1 IL It N CO 00 t� w O Z U U O O n. a E®T. PRO 21711 103rd Ave Ct E Ste i Graham, WA 98338 Bill to: SCARSELLA BROTHERS P.O. BOX 68697 SEATTLE, WA 98168 3 1mr.- Phone: 253.262-1661 Fax: 253-262- 64 5Pos KAPOWSIN QUARRY KING, CREEK SAN® & GRAVEL INVOICE 78262 Job: EAST PARK STORMWATER OUTFALL Invoice #: 78262 Date: 8/9/2017 Customer P.O. #: JOB 864 Customer Code: 412 Payment Terms: Due By 15th Fuel Tax icket Date Order Product Qty Rate Amount Surchgs Amount Total 137978 '' ,aZ9 017 029PU 4 MAID QUARRY ROCK 14.92 ✓ 29.00 432,68 0.00 34.18 466.86 ubtotal -1 d 029PU 14.92 Ton $432.68 $0.00 $34.18 $466.86 ivoice Total ✓ 14.92 432.68 0.00 $34.18 ` $466.86 Im 1 Total Invoice ----- > $466.86 I.000096(-(•L1n/idol /&r PAGE 1 (1) 0 CC LL,U es fL: LC Lij i:5 z .......... w P—O e.) 11- 01 r.lc� CC 5 1., 121 ON at 'jo rxyU cp, C4 P- u \AD C-4 en le) 1244 6 LLI rj W (1) 0 CC LL,U es fL: LC Lij i:5 z .......... w W:i (1) 0 CC LL,U es fL: LC Lij i:5 z .......... W:i 01 ED (1) 0 CC LL,U es fL: LC Lij i:5 z INS\ N ` J W co o W c �Y L = Vi > ca C C CO LL D J 1p Z- s J H �tl p r N C7 117 t0 r,- Cb O O r N M T LO T to r h T 00 T O T O N c Z J T T T T 0 L v d Q J 10 O T N =n t() % O T r T N T co T ct T 'o T t0 T t, T co T O T O N J Z � ra S R6, ,01 N C9 �t O CO i� OD to O T T T N T M T T tt� T COO T T T T O N 1p Z- s Project Name: East Park Stormwater Outfall CITY OF BREMERTON _ Project #: 864 WORK CHANGE DIRECTIVE (WCD) Contractor: Scarsella Bros. _ NTP Date: May 3, 2017 WCD #e 5 Date: 7/19 to 7/21 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(s): Place additional concrete around T at diffuser (14.5 CY of concrete) ATTACHMENT If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ® Unit Price ❑ Contractor's Records ❑ Lump Sum ❑ Engineer's Records ❑✓ Time & Materials ® Other: ❑ Other: Estimated increase (decrease) in Contract Price $ 8,356.07 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: 5— By: PAGE 1 OF 1 CITY OF BREMERTON East Park Stormwater Outfall VENDOR & INVOICE # MATERIAL 1 864 CONTRACTOR Scarsella Brothers, Inc Addison Construction Supply Inv326125 Added rebar diffuser block DATE Tacoma Screw Inv14247892 I steel threaded rod 7/18/2017 SUBCONTRACTOR $219.71 MATERIALS SUBTOTAL INCLUDING TAX $803.56 EST# $160.71 WCD#5 DESCRIPTION OF WORK PERFORMED - Extra concrete at T ITEM # 1:001 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Bryan Thompson 113.3 Clean up Laborer 3 $ 53.09 _ $ 69.74 $159.27 Casey 226.47 Operator Frmn 3 $ 70.57 $ 94.84 $211.71 Kyle Kingman 226.41 Exc/Hoe 15-30 to 3 $ 67.12 $ 89.67 $201.36 LABOR SUBTOTAL $572.34 20% markup $114.47 EQUIPMENT TOTAL LABOR $686.81 EQUIPMENT TYPE EQUIPMENT # Dperated Hr Standby Hrs Operated RatE Standby RatE AMOUNT Hitachi 225 Exc 17-217 3 95.85 $287.55 Cat 950 Loader 15-98 3 62.61 $187.83 EQUIPMENT SUBTOTAL $475.38 20% markup $95.08 TOTAL EQUIPMENT 1 1 $570.46 1 MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT Addison Construction Supply Inv325670 Added rebar diffuser block 68.72 Addison Construction Supply Inv325669 Added rebar diffuser block 141.97 Addison Construction Supply Inv326125 Added rebar diffuser block 230.1 Tacoma Screw Inv14247892 I steel threaded rod 143.06 Pyramid Materials Inv10106203 13 scoops 5/8" = 9 cy = 16.2 tns @ $12.50/tn = $202.5 + 8.5% tax $219.71 MATERIALS SUBTOTAL INCLUDING TAX $803.56 20% markup $160.71 TOTAL MATERIALS $964.28 SUBCONTRACTOR VENDOR & INVOICE # MATERIAL AMOUNT SBS FA7-18-17 2316.24 SUBCONTRACTOR SUBTOTAL INCLUDING TAX $2,316.24 1201. markup $277.95 TOTAL MATERIALS $2,594.19 Subtotal of Above Items 1 1 $4,815.73 TOTAL $4,815.73 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE Multiple cost summary sheets, including subcontractor. Negotiated at $8,356.07 East Park Stormwate_ r Outfall 1 864 CONTRACTOR Scarsella Brothers, Inc DATE --7/18/2017 - -- SUBCONTRACTOR SB Structures EST# WCD#5 V Y lam`' DESCRIPTION OF WORK PERFORMED - Extra concrete at T ITEM # LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Todd Walker 415.98 Carp Supt . 8 $ 75.30 $602.40 Clark Louman 415.93 Carp Journeyman . 8 $ 65.51 $524.08 Ian Louman 415.48 Apprentice 80% 8 $ 56.18 $449.44 Don Vaughn 715.95 Cement Mason Frmn :` 4 $ 68.61 $274.44 LABOR SUBTOTAL $1,850.36 15% markup $277.55 ITOTAL LABOR I $2,127.91 EQUIPMENT EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated RatE Standby RatE AMOUNT Ford F250 Tool truck 102-323 8 20.47 $163.76 EQUIPMENT SUBTOTAL $163.76 15% markup $24.56 TOTAL EQUIPMENT $188.32 MATERIALS OR SERVICES VENDOR & INVOICE # I MATERIAL AMOUNT MATERIALS SUBTOTAL INCLUDING TAX $0.00 15% markup $0.00 TOTAL MATERIALS $0.00 Subtotal of Above Items $2,316.24 'OTAL $2,316 2, JSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE East Park Stormwater Outfall 1 864 CONTRACTOR -- Scarsella Brothers, Inc DATE - - - 7/19/2017. ... -SUBCONTRACTOR- SB 'Structures EST# WCD#5 ` ::. DESCRIPTION OF WORK PERFORMED - Extra concrete at T ... ..... ... IM # TE .. 1.00.1 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT LABOR SUBTOTAL $0.00 20% markup $0.00 ITOTAL LABOR 1 $0.00 EQUIPMENT EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT EQUIPMENT SUBTOTAL $0.00 20% markup $0.00 TOTAL EQUIPMENT $0.00 MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT Miles Inv#1564419 14.5 cy @ $111.18/cy + tax 1612.12 MATERIALS SUBTOTAL INCLUDING TAX $1,612.12 20% markup $322.42 TOTAL MATERIALS $1,934.54 SUBCONTRACTOR VENDOR & INVOICE # MATERIAL AMOUNT SB Structures 7/19/2017 741.89 SUBCONTRACTOR SUBTOTAL INCLUDING TAX $741.89 12% markup $89.03 (TOTAL MATERIALS 1 1 $830.92 Subtotal of Above Items $2,765.46 ITOTAL I I$2,765.46 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE kU q0i � q Aq W 0 C ' 0 v c 0) �. O 0 LL . to V W 0 O �c c 28 V a) C ca C c vp °n a) p) C 0 E Eti _ (D Z O .O !p C' tn Q d V N N 0Z V o C -0 to AllO o _ rI id .. i4 Up v�l ( U Qi y v y r C O 0, a) c Y r C N Q C Id N 0� C ca U `oma a� � 3 ,r oCd a� a� W �� Z d N O p O n La � a � d C Q � 1 .. CL 3 O c u Q oo E c .E CL II,'11 W p O Z W w V�7+ 0 PL -,t �0 wz U U O .O a a 1.001 Addison -Construction Supply Invoice P.O. Box 9066 Tacoma, WA 98490 ACOISMIM Customer No.: 4470 .....�._.�_,.,...._ (253) 474-0711 Invoice No.: 325670 Bill To: SCARSELLA BROS INC Ship To: SCARSELLA BROS INC P.O. BOX 68697 8404 S. 196TH ST. SEATTLE, WA 96168-0697 KENT, WA 98032 ! Date i Ship Via l F.O.B. ( Terms 07/18/17 BREM Origin i Net 10th Purchase Order Number ( Order Date i Sales Person Our Order Number 864-3 j 07/18/17 ;f Cris 159740 Qua ty.,_ _ _ _ . __ . __ f Item Number i Description Unit Price ; Amount Required Shlep d I B.O. i ll 97 97 R4 REBAR #4 60 GRADE 0.6500 63.05 .668LBS./FT. #13MM 12 PCS 3'X'X3' Invoice subtotal 63.05 Sales tax @ 9.00000% 5.67 Invoice total 68.72 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL. Thank You Addison Construction Supply P.O. Box 9066 Tacoma, WA 98,490 (253) 474-0711 Bill To: SCARSELLA BROS INC P.O. BOX 68697 SEATTLE, WA 98168-0697 o(r:-,%1es Order and Bill of Lading Customer No.: 4470 Order No.: 159740 Ship To: SCARSELLA BROS INC 8404 S. 196TH ST. KENT, WA 98032 Ship Via F.O.B. Terms BREM Origin Net 10th F -Purchase Order Number Delivered Date Sales Person Our Order Number 864-3 07/18/17 Cris 159740 Quantity Re wired Shied B.O. Item Number Description Unit Price Amount 91 R4 REBAR #4 60 GRADE 0.6500 63.05 .668LBS./FT. #13MM 12 PCS 3'X'X3' Order subtotal 63.05 Sales tax @ 9.00000% 5.67 Received By: Order total 68.72 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL Thank You Date: Addison Construction Supply P.O. Box 9066 Tacoma, WA 98490 ADDISON - (253) 474-0711 Invoice Customer No.: 4470 Invoice No.: 325669 Bill To: SCARSELLA BROS INC ShipiTo: SCARSELLA BROS INC P.O. BOX 68697 8404 S. 196TH ST. SEATTLE, WA 98168-0697 KENT, WA 98032 ...Date 07/18/17 I Ship. Vla BREM q Origin Terms Net 10th Purchase Order Number Order Date Sales Person Our Order Number 864 07/18/17 Bob 159715 Quantity... upnfit. Required -1 Shipped Item Number Description i Unit Price Amount 80. t30 DOB2 2" CONCRETE DOMES W/WIRE 0.3200 25.60 80 PER BAG - 161 161 R4 REBAR #4 60' ! GRADE 0.6500 104.65 .668LB S./FT. *1 3MM 20PCS 12' LONG Invoice subtotal 130.25 Sales tax @ 9.00000% 11.72 Invoice total 141.97 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL Thank You Addison Construction Supply P.O. Box 9066 Tacoma, WA 98490 (253)474-0711 Bill To: SCARSELLA BROS INC P.O. BOX 68697 SEATTLE, WA 98168-0697 I Sq, W-: RMSM Fs� .and Bill of Lacing Customer No.: 4470 Order No.: 159715 Ship To: SCARSELLA BROS INC 8404 S. 196TH ST. KENT, WA 98032 Received By: Order subtotal 13 0.2 5 tax @ G:00000% 11.72 Order total 141.97 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL. Thank. You Date: Ship Via F.O.B. ! Terms -� 07/18/17 BREM Origin Net 10th Purchase Order Number Delivered Date Sales Person Our Order Number 864 07/18/17 Bob 159715 Quantity Required Shipped ` B.O. Item Number Description Unit Price Amount 80. DOB2 2" CONCRETE DOBIES W/WIRE 0.3200 25.60 80 PER BAG 161 R4 REBAR #4 60 GRADE 0.6500 104.65 .668LBS./FT. #13MM 20PCS 12' LONG Received By: Order subtotal 13 0.2 5 tax @ G:00000% 11.72 Order total 141.97 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL. Thank. You Date: AkAddison -Construction Supply k, PA Box 9066 _ Tacoma, WA 98490 (253) 474-0711 I I8 '2' 17 Invoice Customer No,;. 4470. Invoice No.: 326125 I Bill To: SCARSELLA BROS INC Ship To: SCARSELLA BROS INC P.O. BOX 68697 8404 S. 196TH ST. SEATTLE, WA 98168-0697 KENT, WA 98032 ---- - „ . Ship Via_ -_-- ! _. F.O.B. Terms , 07126/17 BREM ' Origin Net 10th Purchase Order Number ( Order Date ! Sates Person Our Order Number - Purchase _ _ _.. 86473.001 07/26/17 Bob. 160034 I Item Number I Description Unit Price Amount Quantity Required f Shipped 13.0 i 320. 320 R4 REBAR #4 60 GRADE���`��' 6rl�✓ 0.6.500 206.00 8@5'X6'X5' ' 30@3'X5'8"X3' 174 174 R4 REBAR #4 60 GRADE 0.6500 113.10 20PC@8' LONG 10PCS 10' LONG Invoice subtotal 321.10 Sales tax @ 9.00000% 28.90 Invoice total 350.00 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL. Kd�4_� Thank You w t,Vitl- d c`e ", I- A fit? , to m � C is o'� sY°1. c1Inc. - - _o�� 6201 South ! dan' 202 Katy Penman Ave. Remit payment to: Tacoma,.W 1(2-52)1,fi _ s_ 9 Bremerton, WA 93312 202 Katy Penman Ave !17t 1 !?�!1� ,enn 4'l'?'+ % .. Fax: (253) 474-0711 Fax: (360) 479-0377 500-474-0711 - 800-287-42 SOI1 i'O: SHIP TO: FO r 5 , ORDER. DATE CUSTQMER PO# F.Q.B. DATE SHIPPED INVOICE DATE SALESMAN ORDER#i SHIP VIA - TRUCK NO. - DRIVER TERMS NET 30/ NO RETENTION v_ d 1 Y Al ? w ig L✓' J1�B�y f 1 i � � �� � 1� 1 NO RETURNS ON SPECIAL ORDERED ITEMS. SALES UNDER $50 ARE FINAL. THERE WILL BEA 2.0% RESTOCKING FEE ON AL'L RETURNS., THANK YOU N Sherry I Peter From: Steve Asplund <steve@addisonsupply.com> Sent: Monday, July 10, 2017 2:30 PM To: Sherry J. Peter Subject: RE: East Park SW Outfall - Rebar Hi Sherry, Quote for (3) 44 "U" bars 5-0 x 6-0 x 5-0; the order with mill certs would be $.110.00, these can be made at our Bremerton location if that helps. Thank you, Addison Construction Supply, Inc. Celebrating 40 Years! 3977-2637 er From: Sherry J. Peter [mailto:SherryP@SCARSELLABROS.com] Sent: Monday, July 10, 2017 12:17 PM To: Steve Asplund <steve@addisonsupply.com> Subject: FW: East Park SW Outfall - Rebar Steve, Can you supply this rebar? Sherry From: Sherry J. Peter Sent: Wednesday, July 05, 2017 10:11 AM To:'steve@addisonsupply.com' <steve@addisonsupply com> Cc: Casey Nelson <casey.n@SCARSELLABROS.com> Subject: FW: East Park SW Outfall - Rebar Steve, I have a small project for the City of Bremerton and I need some rebar for two trench pipe anchors. Could you send me a quote and supply per the attached plan? I will also need a submittal for the owner. Thank you Sherry From: Loch Louman Sent: Wednesday, July 05, 2017 10:00 AM To: Sherry J. Peter <SherryP@SCARSELLABROS.com> ®`Tacoma Screw Products, Ince Invoice i r fac•omcrscremcom Since 1446 ..Sup . REMIT TO Tacoma Screw Products, Inc. Attn: Accounts Receivable INVOICE # 14247892 LOCATION BREMERTON DATE 07/18/17 PAGE 1 OF 1 P.O. Box 35165 1111111111111111111 Ilii Seattle, WA 98124-5165 U.S.A. .BILL TO SHIP TO 485634 FSCARSELLA BROTHERS SCARSELLA BROTHERS INC ATTN RECEIVING 84TH AVE SO ATTN ACCOUNTS PAYABLE 19440 84TH AVE SO PO BOX 68697 KENT, WA 98032 SEATTLE, WA 98168-0697 ORDER NUMBER RDER D ORIGINAL QUOTE CUSTOMER P/0 NUMBER PAYMENT TERMS K946435 07/18/17 I 864-3 1 % 10TH, NET 30 DAYS WRITTEN By S CUST RELEASE# JOB NUMBER SHIP VIA SMM H 864-3 CUSTOMER PICK-UP <N. :1 « �C . NT. 3.8696 EA 0.:.::T ::::..:::::.::.:;::;:::::::::::.:::::::::;.::.::::<;::::;:::::::;:::::::..:::.:.::.:::.:::.:::.:::..::. :::8.::::::>:::.:.::>::::::..:�:.:J.:;:C;.::::..:::....;:..::.:;t.:.D:.:..:.:E.:.::.:S:.:.:;.::.:.:;.A:.:..:::..I::.p:.:.;.::•....;:. .:I:.i:;..3.::;..:..E:: :...:..:......: .T..;:.: 358-309 1 1 0 3.8696 EA 3.87 IRWIN 88812 3/4" SPEEDBOR BIT 038-412-1 6 6 0 19.6066 EA F 117.64 STEEL THREADED ROD 5/8"-11 x 10 FT. ZINC 056-107-1 12 12 0 14.8110 C F 1.78 STEEL HEX FULL NUT 5/8"-11 ZINC 068-008-1 12 12 0 13.2377 C F 1.59 STEEL USS FLAT WASHER 5/8" ZINC 063-007-1 12 12 0 53.0913 C F 6.37 STEEL HEX COUPLING NUT 5/8"-11 x 2-1/8" ZINC Thank you for your order. Please note that all sales are subject to Tacoma Screw Products, Inc.'s Terms of Sale and Conditions of Sale. If there should IIP. any nnactin — if sero — k. of *.., k— ., „�-,,,__ __n .nen, r - - � - -- - -• r•--- -•- -• I wvv, :.rye -v i ac. vve appi"uldit anu value your conIlnuea Dusines,, MERCHANDISE HANDLING MISC CHARGETAX FREIGHT DEPOSIT DEPOSIT TOTAL AMOUNT APPLIED INVOICE TOTAL 131.25 0.00 0.00 11.81 0.00 0.00 0.00 PICK-UP SIGNATURE: TODD INVOICE PYRAMID MATERIALS, INC.Date Invoice# PO BOX 3337 07/14/2017 10106202 jKt;N I VN,WA 98056 I SCi�RSLLLAEiROTHEI7S:�� PO BOX 68697 . SEATTLE, WA 98168 S� 5212 Gorst Material: 1220 48326 p 7/14117 UNINCORPORATED KITSAP C 28.890 to 6.00 $ 173.34 $ 173.34 48328 ' 7/14/17 UNINCORPORATED KITSAP C 29.000 to 6.00 $ 174.00 $ 174.00 48335 7/14/17 UNINCORPORATED KITSAP C 28.310 In 6.00 $ 169.86 $ 169.86 48340 7/14/17 UNINCORPORATED KITSAP C 31.890 to 6.00 $ 191.34 $ 191.34 48346 7114/17 UNINCORPORATED KITSAP C 27.870 in 12.50 $ 348.38 $ 348.38 48347" 7/14/17 UNINCORPORATED KITSAPC 30.010 In 12.50 $ 375.13 $ 375.13 48351 7/14/17 UNINCORPORATED KITSAP C 29.540 to 12.50 $ 369.25 $ 369.25 48354 0 7114/17 UNINCORPORATED KITSAP C 30.640 to 12.50 $ 383.00 $ 383.00 48355 7/14/17 UNINCORPORATED KITSAP C 26.260 to 12.50 $ 329.25 $ 328.25 48356 7/14/17 UNINCORPORATED KITSAP C 27.750 to 12.50 $ 346.88 $346 . .88 48358' 7/14/17 UNINCORPORATED KITSAP C 29.560 in 12,50 $ 369.50 $ 369.50 48360 7/14/17 UNINCORPORATED KITSAP C 28.050 to 12.50 $ 350.63 $350 . .63 48362 7/14/17 UNINCORPORATED KITSAP C 27.550 to 12.50 $ 344.38 $ 344.38 48370 7/14/17 UNINCORPORATED KITSAP C 90.690 in 12.50 $ 383.63 $ 383.63 48371 7/14/17 UNINCORPORATED KITSAP C 29.210 In 12.50 $ 365.13 $ 365.13 48372 d 7/14/17 UNINCORPORATED KITSAP C 29,640 In 12.50 $ 370.50 $ 370.50 48376,- 7/14/17 UNINCORPORATED KITSAP C 30.790 to 12.50 $ 384.88 $ 384.88 PIPE BEDDING 495.650 in $ 5428.08 $ 5428.08 Material $ 5428.08 Other $ 0.00 Sub-ttls $ 5428.08 Tax $0.00 Invoice Total $ 5428.08 It-, T M M 00T W W 4 t` 0) N N N�` (ON r �, CcooN to O O NX O to to to m 0 LmL Z N ,� O Dia cu 0 O W a0: T =co to T JOD J co EU)X o w m I— m coi o � EE m m co n r- r - P T T T O c 00 00 v0 vr` ti 0 rl- OD rnv toN w o� Z 0~. z I 0 a CO F- Y W F - Q O CL w O U Z Z Q J J W 0 w< O (J)� U) Z Ix D m 0 W 3 co Z w D m E 1 N Y C m F- m ix m m U j L CU c C OO C m CZ Q co co a U U Q C m ca Ei Q East Park Stormwater Outfall 1 864 CONTRACTOR Scarsella-Brothers, Inc DATE 7/19/2017 SUBCONTRACTOREST# SB Structures VUCD#5. DESCRIPTION OF WORK PERFORMED - Extra concrete at T ITEM # LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Todd Walker 415.98 Carp Supt.,,:.. 4 ' $ 75.30 $301.20 Clark Louman 415.93 Carp, Journeyman 4 $ 65.51 $262.04 Ian Louman 415.48 Apprentice 80% $ 56.18 Don Vaughn 715.95 Cement Mason Frmn $ 68.61 LABOR SUBTOTAL $563.24 15% markup $84.49 ITOTAL LABOR I I$647.73 EQUIPMENT EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated RatE Standby RatE AMOUNT Ford F250.T661 truck 102-323 4 20.47 $81.88 EQUIPMENT SUBTOTAL $81.88 15% markup $12 28 TOTAL EQUIPMENT $94.16 MATERIALS OR SERVICES_ VENDOR & INVOICE # MATERIAL AMOUNT MATERIALS SUBTOTAL INCLUDING TAX $0.00 15% markup $0.00 _ TOTAL MATERIALS $0.00 Subtotal of Above Items $741.89 NOTAL $741.89 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE k U N w O . O a m a o i a 105 V L y C G v(0 Ely) £ U m (n rn ` z Co o ani CS m c o a p) N m C mN o UO D N o C 0— � m U E n o v M .� Q n a� o D o ami U o Y 2 J CL Co � a 06n �, o � � aoi c a� W O uDi A)s m . Z m LA I- L O ~ o . C O _ o CL t� U c ` U S � m J. o` a a O W �. � z m (U = D N ECL Z W .. w .� d O .he m o n 00 W p � ,O N ,o L a L. a 400 Valley Ave NE INVOICE, Puyallup, WA 98372-2516 CUSTOMER N0. DATE I.wjolc 0 PAGE 253-833-3705 Jqp LOCA 0496.05 07/1 9/2017 U L 2 8 2017 000400 1301 CAMBELL WAY E PARK STORM WATER PRODUCT RECAP PO NUMBER: 864 04C4A 3.00 7/19 224-123659' 10.00 ' CY 04C4A 7/19 224-123659 .L..O ,0 L D u' F E SURCHARGC 'L -READY MI 7/19 224-123659 1.0.0.0 CY .A**I,R ENTRAINMENT 7/19 224-123659 10 , UO CY ENVIR011MENTAI rJORPLIANC 7/19 224-123660 9.00 CY Q4C4A 7/19 224-123660 1.00 LD FUEL SURCH I ARGE-READY MI 7119. 224-123660 •9.00, CY AIR ENTRAINMENT 7119 224-123660 ;2.00 EA kE WRO Eb c N . C R E TE 3.4ol 7/19 224-123660 5.0:0 C.y `ENVIRONMENTAL " COMPLIANC 7/19 224-123662 3.00 CY 04C4A 1/19 224-123662 1.00 LD FUEL SURCHARGE -READY MI 1/19 224-123662 3.00 CY AIR ENTRAINMENT' 1/19 224-123662 1.00 EA RETURNED CONCRETE '/19 224-123662 3.00 CY ENVIRONMENTALCCOMPLIANC JOB TOTAL LINE v, PRODUCT RECAP 22.00 04C4A 3.00 5401 22-00 4000 3.00 5380 22.00 5300 c s, NO, 156,4419 1 RICE V T TOTAL BREMERTON 89.500 80.55 975.55 5.000 0.45 5.45 5.000 4.50 54.50 89.500 72.50 878.00 5.000 0.45 5.115 50.000 9.00 109.00 5.000 4.05 49.05 89.500 24.17, 292.67 5.00.0 0.45 5.415 50.000 4.50 54.50 5.000 1. 16.35 An -I 2445.97 C� 04C4A FUEL SURCHARGE -READY MIX AIR ENTRAINMENT RETURNED CONCRETE ENVIRONMENTAL COMPLIANCE - RM 4 t 000 8'6 lov/ /.001 j 4 t PD AMOUNT DUE Pl- e 1 2445.97 rnit Payment to 400 Valley Avenue PIE, Puyallup, VVA 98372-2516 Miles Sand & Gmvel Company W VVY]. M. I L E .,R 400 VALLEY AVE NE DISPATCH DELIVERY RECEIPT PUYALLUP, WA 98372-2516 -. MILES(253) 833-3705 KING/PIERCE/KITSAP COUNTIES (253) 833-3700 (��)SO��r��i.' r����j' -�IL S WWW.MILES.ROCKS THURSTON/IVIAON/LEWIS COUNTIES (360) 491-7777 SAND & GRAVEL , ;TE `-- CUSTOMER NO. ORDER 'CUSTOMER P.O. QR 40B NO. PLANT NO, DELIVERY TICKET NO. lNO. JK f ORDERED ':" CY DLVRD LOAD NO. SLUMP Gallons of Water PLANT TIME OUT JOB TIME IN JOB TIME OUT PLANT:TIME IN Added By Customers ' t $equest JSTOMER NAME t SPECIAL INSTRUCTIONS 14A:' BA DRESS. tt— ' !' i., .,...t .., QTY UNITSDESCRIPTION UNIT PRICE; gMOUNT - �-z('.-�3 l r�-qtr' .� :1 1 . ., . rb'i 93.. •3 9 , �. j i. :I ryl.'t��. `�� :.i.'}a1 , ;�°.i Y�'€� b�P•.A„ttf:, ,-t'�a ]„tx r - IVER NO. TRUCK NO. TERMS: NET 30 DAYS. INTEREST AT THE MAXIMUM ALLOWABLE RATE WILL BE SUB TOTAL a tom'' CHARGED ON PAST' DUE ACCQIJg :`'IF COLLECTION BECOMES NECES- SARY RE SONABLE ATTORNEY FEES WILL BE ASSESSED. d CODE LOAD TIME �. RELEASE — CU$T�bN1 RELEA$E$8 AGREES T4HOLD HARMLESS THE MILES CO. f .rt..ts FOR ANY.DAMAG,ETO,'HISREAL ORPERSONALPROFERTYCAUSED BYDELIVERY OF.' MATERIALS LISTED ABOVE. IVER z a x GALLONS OF'WATEF;ADDED BY CUSTOMER S REQUEST SALES TAX SIGN ATURE I � � ” 1ALLOAD(S) i � _ s %. , f , j — • TOTAL AMOUNT `-- Wj, .,5. JK t t 't .f .: _ tt— ' �-z('.-�3 l r�-qtr' .� :1 1 . ., . rb'i 93.. •3 9 , �. j i. j l.:.0 I ti 400 VALLEY AVE NE otl-, DISPATCW;:, PUYALLUP, WA 98372-2516 KING/PIERCE/KITSAP COUNTIES (253)833-3700 (253) 833-3705 MILES THURSTON/MASON/LEWIS COUNTIES WWW.MILES.ROCKS � ± (360)491-7777 SAND &GRAVEL O 17Q' DELIVERY RECEIPT CUSTOI'>.lIEF1 COPY TE CUSTOMER NO. ORDER NO. CUSTOMER P.O. OR JOB NO. PLANT NO. DELIVERY TICKET NO. t `CY r_ 'ORDERED DLVRD LOAD NO. SLUMP Gallons of Water PLANT TIME OUT JOB TIME IN JOB TIME OUT PLANT TIME IN Added By Customers " Request f .• y t i :,', _ ISTOMER NAME SPECIAL INSTRUCTIONS . !_ _ ...Y, .[,.5 B•ADDRE§S 1 QTY UNITS PRT -CODE "': =DESCRIPTION UNITPRIGE AMOUNT .'�s S.. .3 f a IVER'NO. TRUCK NO. TERIUIS; NET 30 DAYS. INTEREST AT THE MAXIMUM ALLOWABLE RATE WILL BE SUB TOTAL NECES- • : .._;-;; t CHARGED ON PAST DUE ACCOUNTS'IF COLLECTION BECOMES SARY. REASONABLE ATTORNEY'S FEES WILL BE ASSESSED. ; (-Cb.OE.,: [ LOAD IME' " RELEASE — CUSTOMER RELEASES & AGREES TO HOLD HARMLESS THE MILES CO. ' FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. IVER SALES TAX GALLONS OF WATER ADDED BY CUSTOMER'S REQUEST fAL'- CO •` AD(Sj ri "$ ,N" , SIGNATURE TOTAL AMOUNT, c it 1 1 East Park Stormwater Outfall 864 CONTRACTOR Scarsella Brothers;- Inc - DATE - 7/.21 2017: .............:.::.... - -- - SUBCONTRACTOR� SB� Structures � ---- EST# WCD#5: `. DESCRIPTION OF WORK PERFORMED - Extra concrete at T - Remove Plywood ITEM # 00 1 "`' 1:. _...., LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kyle Kingman :' 226.41 Exc/Hoe.15-30 to 1.5 $ 67.12 $ 89.67 $100.68 Bryan Thompson 113.3 Cleanup Laborer 1.5 $ 53.09 $ 69.74 $79.64 Corey Stone 113.16 Labor Apprentice 70% 1.5 $ 41.32 $ 55.05 $61.98 LABOR SUBTOTAL $242.30 20% markup - $48.46 EQUIPMENT NOTAL LABOR $290.75 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated RatE Standby Ratd AMOUNT Hitachi 225 Exc, 17-217 1.5 95.85 $143.78 EQUIPMENT SUBTOTAL $143.78 20% markup $28.76 TOTAL EQUIPMENT $172.53 MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT MATERIALS SUBTOTAL INCLUDING TAX $0.00 20% markup $0.00 SUBCONTRACTOR TOTAL MATERIALS $0.00 VENDOR & INVOICE # MATERIAL AMOUNT SB Structures FA7-21-17 278.21 SUBCONTRACTOR SUBTOTAL INCLUDING TAX $278.21 12% markup $33.39 TOTAL MATERIALS $311.60 Subtotal of Above Items $774 88 TOTAL $774.88 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE East Park Stormwater Outfall 864 CONTRACTOR -- - Scarsella Brothers, Inc DATE - 7/21/2017 SUBCONTRACTOR SB Structures EST# WCD#5 ":. DESCRIPTION OF WORK PERFORMED - Extra concrete at T ITEM # LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Todd Walker " : 415:98 Carp Supt'.' I :5 '; :: $ 75.30 $112.95 Clark Louman 415.93 Carp Journeyman 1:5 $ 65.51 $98.27 Ian Louman 415.48 Apprentice 80%.. $ 56.18 Don Vaughn 715.95 Cement Mason Frmn $ 68.61 LABOR SUBTOTAL $211.22 15% markup $31.68 EQUIPMENT TOTAL LABOR $242.90 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT Ford FM Tool truck .' 102-323 1.5 20.47 $30.71 EQUIPMENT SUBTOTAL $30.71 15% markup $4.61 MATERIALS OR SERVICES TOTAL EQUIPMENT $35.31 VENDOR & INVOICE # MATERIAL AMOUNT Concrete MATERIALS SUBTOTAL INCLUDING TAX $0.00 15% markup $0.00 NOTAL MATERIALS 1 1 $u.uu Subtotal of Above Items I I$27$•21 TOTAL $278.21 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE 1 r i L 4. t C A ti 0 w O �w ` N m. C o N . Q, U Q6 a a� � N C N O CD � E .� ; c w•� L. o` CL m�c o= 15 ] 3 rnd-) N o 0 o U J U rn <n o �� N _ N co v 3 m ° oai Q o ( xs PD X (1)a w > y Y T O .N. ~ O C V2 Cd r V) a y _ i Q. • U N � � 1 _N Y 7 •r; O � O wC' W J O R N ( Z. o EE r�, i °n Ea CL m Z o o w C�.) Q Q cl w �«. x a� j a I ,-co w o Z: U U O .2 a a CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: 6 Date: 7/24/17 Project Name: Project #: Contractor: East Park Stormwater Outfall 864 Scarsella Bros. NTP Date: May 3, 2017 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Extra 4 -man rock at wall ATTACHMENTS If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ❑ Unit Price ❑ Lump Sum ❑✓ Time & Materials ® Other: - Estimated increase (decrease) in Contract Price: $ 3,095.48 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: By: PAGE 1 OF 9 CITY OF BREMERTON East Park Stormwater Outfall 864 CONTRACTOR - Scarsella Brothers, Inc" DATE 7/24/2017 -SUBCONTRACTOR - EST# WC D#6 DESCRIPTION OF WORK PERFORMED - Extra 4 man rock at "T" and around concrete ITEM # LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47 Operator Frmn 2 $ 70.57 $ 94.84 $141.14 Bryan Tho mpsori 113.3 Cleanup Laborer 5 $ 53.09 $ 69.74 $265.45 Kyle Kingman 226.41 Exc/Hoe 15-30 to 5 $ 67.12 $ 89.67 _ $335.60 Andy Hall 336.75 Dump 16.30 cy 3 $ 60.29 $180.87 LABOR SUBTOTAL $923.06 20% markup $184.61 EQUIPMENT TOTAL LABOR 1 $1,107.67 EQUIPMENT TYPE EQUIPMENT # perated Hrc Standby Hrs Operated RatE Standby RatE AMOUNT Hitcahi 225.Exc - 17-217 5 95.85 $479.25 Cat 950 Loader: 15-98 2 62.61 $125.22 Mack Solo 8-31 3 59.92 $179.76 Pup _ ` 27-110 3 15.4 $46.20 EQUIPMENT SUBTOTAL $830.43 20% markup $166.09 MATERIALS OR SERVICES TOTAL EQUIPMENT $996.52 VENDOR & INVOICE # MATERIAL AMOUNT Pyramid Materials Inv10106203 2"-4" crushed rock 9 Ins pd in 8I#7 Washington Rock Inv78265 4 man rock 26.4 tns @ 29/tn = $765.60 + tax $826.08 MATERIALS SUBTOTAL INCLUDING TAX $826.08 20% markup $165.22 NOTAL MATERIALS 1 1 40ya,.jui Subtotal of Above Items 1 1 $3,095.48 TOTAL$3,095.48 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE 0 W cu m 0-10 ,�j 2 75 2O CD o E CL m E z W = E n m z N U O m U z m U) c ( (U a) t O a)6 - a) O O 0- F- O 2 O O N CM a) c a) Q a) 4, to C N m a C L o O O U .-_ L rn Na) o -a .® 3 C5 O O c .0o G Y � .- N • > a Y w+ Ou m L a i a) c Q a ) N W � g c aa) � ; a0 •6 ` M .. w O (DU. ' z _e •8i V U � .� U 6u® a- a 75 2O CD o E CL m E z W = E n m z N U O m U z m U) c (U a) a) a)6 - a) O 0- F- O 2 O N CM a) c a) " o 4, to C m a C L o O O U .-_ U rn Na) o -a 3 C5 O O c U c o Y � .- N Q a �U) O O LD a) a) a) a i a) c a ) N a) c aa) � re c O 0- F- O 2 D N c j C O B = U) m C j Y O O C a) crW 0 Z c � S o 9 W— J \ O I r ►• �� � : � k �:c- ;flet, KAP®WSIN QUARRY E®T.lgqu KING CREEK SAN® & GRAVEL 21711 103rd Ave Ct E Ste C-302 Phone: 253-262-1661 Graham, WA 98338 Fax: 253-262-1664 1\� INVOICE 78265 Bill to: rAL— Job: SCARSELLA BROTHERS. EAST PARK STORMWATER OUTFALL P.O. BOX 68697 SEATTLE, WA 98168 Invoice #: 78265 Date: 8/9/2017 Customer P:O. #: JOB 864 Customer Code: 412 Payment Terms: Due By 15th Fuel Tax Ticket Date Order Product Qty Rate Amount Surchgs Amount Total 438376,$18�7 029PU 4 MAN QUARRY ROCK 26.40 +29.00 765.60 0.00 60.48 826.08 Subtotal Ijr 029PU 26.40 Ton $765.60 $0.00 $60.48 $826.08 nvoice Total iJ 26.40 765.60 0.00 $60.48 $826.08 °0 Total Invoice ----= > $826.08 (. dddo�-( cq ool(-dOt 1�q PAGE 1 }r �. N y m 2U ca \Z5 0 J � 0 cd O r N co d' 0 w I, M 07 O r N M It LO W I,- 41 - O O JZ i T r r r r, r r r r 1 N Ctl .0 CD CO 'O N E o J 1= C Z T N. M It LOCO t� co O O T T T N T M T v T 0 P w T 1, r O N J IFN \ ' � Q l Rv J C T N M et 111 CO ►. op Q� O r N CO CF LO M I� CO O O Z r r r r r r r r r r N J Project Name: East Park Storrnwater Outfall CITY OF BREMERTON Project #: 864 Contractor: WOkK CHANGE ®IRECTNE CD) _ Scarsella Bros. NTP Date: May 3, 2017 WCD ##: 7 Date: 7/27 -1/28 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Drilling diffuser, holes, additional 4 -man rock at wall ATTACHMENT(S): If a claim is made that the above change(s) have affected -Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or.more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with ;Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price- ® Unit Price ® Lump Sinn ❑✓ Time & Materials ® Other: Estimated increase (decrease) in Contract Price: Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: $ 1392.08 Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization. are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON By; By: PAGE 1 OF 1 East Park Stormwater Outfall 1 864 CONTRACTOR Scarsella -Brothers, Inc DATE - 7/25/2017 SUBCONTRACTOR EST# -- WON DESCRIPTION OF WORK PERFORMED -Drill out 6" holes on diffuser ITEM #` 1.001 LABOR — WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard ;: ' 226.47 Operator Frmn•; " 1.5 $ 70.57 $ 94.84 i$105.86 Bryan Thompson 1.13.3 Cleanup Laborer 5 $ 53.09 $ 69:74 $265.45 Kyle Kingman 226.41 Exc/Hoe 15-30 tn. 1.5 $ 67.12 $ 89.67 Corey Stone 113.16 Labor Apprentice 70% S $ 41.32 $ 55.05 _$100.68 $206.60 LABOR SUBTOTAL_ $678 59 20% markup $135.72 EQUIPMENT TOTAL LABOR $814,30 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated RatE Standby Rat AMOUNT PC308 ; . .. 17-185 1:5 125.88 $188.82 F350 tool truck2-251 5 18.85 $94.25 Cat 950 Loader 15-98 -.1.5 62.61 $93.92 EQUIPMENT SUBTOTAL $376.99 20% markup $75.40 MATERIALS OR SERVICES TOTAL EQUIPMENT $452.38 VENDOR & INVOICE # MATERIAL AMOUNT Tacoma Screw inv#14248921 Hole saw 6" and Mandrel $104.50 MATERIALS SUBTOTAL INCLUDING TAX $104.50 20% markup $20.90 NOTAL MATERIALS 1 1 $125.40 Subtotal of Above Items $1,392.081 TOTAL $1,392.08 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE ^J C O O t CO m a Y d m c O1 � C v 3 c N ti mcr 0) C o .; •� a u �i� mninmmi O 'O = 0 � m N I, T F- � � a �• O c C ' U Q o Lm U 111MEN1111IME 15 a, E t5 z 2 c N O U m U) c `o C3 c 7 `CL U •a -- v N ti mcr .; �i� mninmmi a. � m T 3 �• O c C ' l0 o Lm w .® cn � � U U) 91 m� V ,•o a p Q a It Uc a) o0 :O Y 00 ,a8 Q tJ m t ) G w ci OW J`` Z O N 0 O Y r 'm •OW (U •viii _ C 111MEN1111IME 15 a, E t5 z 2 c N O U m U) c `o C3 c 7 `CL U •a im ti mcr .; �i� mninmmi N rn _� .c ° �• ° v N l0 Lm cn � � U 91 m� ,•o a p Uc a) o0 :O Y OL Q tJ m t ) N N O N 0 O Y n` W _ C im �i� mninmmi r WTacoma Screw Products, Inc. Invoice lnconulscreiv, com since 1916 OO REMIT TO Tacoma Screw Products, Inc. Attn: Accounts Receivable P.O. Box 35165 Seattle, WA 98124.5165 U.S.A. I I�IIII Il�ll lll�l llllp �lll� IIID �� I��I INVOICE _# 1.4248921 LOCATION BREMERTON DATE 07/25/17 PAGE 1 OF 1 BILL TO SHIP TO x485634 �SCARSELLA BROTHERS SCARSELLA BROTHERS INC ATTN RECEIVING 84TH AVE SO ATTN ACCOUNTS PAYABLE 19440 84TH AVE SO PO BOX 68697 KENT, WA 98032 SEATTLE, WA 98168-0697 ORDER NUMBER ORDER DATE ORIGINAL oUOTE CUSTOMER P/0 NUMBER PAYMENT TERMS K947514 07/25/17 864 1 % 10TH, NET 30 DAYS WRITTEN BY SALES REP CUST RELEASE# JOB NUMBER SHIP VIA NDB H 864 CUSTOMER PICK-UP 4-351 1 1 0 78.8359 EA 78 84 M.K.MORSE MHS96 HOLE SAW 6" 355-608 1 1 0 17.0264 EA 17.03 M.K,MORSE MA35PS 1-1/4"-6" HOLE SAW MANDREL 3/8" HEX Thank you for your order. Please note that all sales are subject to Tacoma Screw Products, Inc.'s Terms of Sale and Conditions of Sale. If there should be any questions, or if we can be of further service, please call (253) 572-3444 or (800) 562-8192. We appreciate and value your continued business. MERCHANDISE HANDLING MISC CHARGE TAX FREIGHT DEPOSIT TOTAL . AMOUNT APPLIED INVOICE TOTAL 95.87 0.00 0.00 8.63 0.00 0.00 0.00 PICK-UP SIGNATURE: CASEY CITY OF BREMERTON W®RK CHANGE DIRECTIVE (WCD) Project Name: Project #: Contractor: NTP Date: - East Park Stormwater Outfall 864 - -Scarsella Bros. - May 3, 2017 WCD #: 8 Date: 7/27 - 7/28 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Extra shoring due to unknown utilities ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price ❑ Lump Sum ✓❑ Time & Materials ® Other: Estimated increase (decrease) in Contract Price: $ 5,506.86 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days,- Ready ays; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: 5 By: PAGE 1 OF 1 l CITY OF BREMERTON East Park Stormwater Outfall VENDOR & INVOICE # MATERIAL EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE 864 CONTRACTOR Scarsella Brothers, Inc $503.52 DATE -17-201 4 200.30 $801.20 7/27&28/2017... SUBCONTRACTOR EST# t A �n ®,vµQ VOlOr1 tl' DESCRIPTION OF WORK PERFORMED - Extra shoring at manhole connection EQUIPMENT SUBTOTAL ITEM # _ $1,304.72 20% markup 1V LABOR TOTAL EQUIPMENT $1,565.66 WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47 Operator Frmn 4 $ 70.57 $ 94.84 $282.28 Bryan Thompson s 113.3 Clean up Laborer 4 $ 53.09 $ 69.74 $212.36 Kyle Kingman 226.41 Exc/Hoe 15-30 to 4 $ 67.12 $ 89.67 $268.48 Corey Stone 113.16 Labor Apprentice 70% 4 $ 41.32 $ 55.05 $165.28 Casey Nelson 226.47 Operator Frmn 4 ( $ 70.57 $ 94.84 $282.28 LABOR SUBTOTAL $1,210.68 20% markup $242.14 TOTAL LABOR $1,452.521 EQUIPMENT VENDOR & INVOICE # MATERIAL EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT PC308 17-185 4 125.88 $503.52 PC490 -17-201 4 200.30 $801.20 MATERIALS SUBTOTAL INCLUDING TAX EQUIPMENT SUBTOTAL 20% markup _ $1,304.72 20% markup $2,972.18 $260.94 TOTAL EQUIPMENT $1,565.66 MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT OP Nicoli Inv IR155050 Hydraulic Jack Rental $2,239.38 Uresco Const. Materials Inv 43569 7 sheets plywood @ 8'4=32sf/sheet " $1.06/sheet = $33.92/sheet $237.44 MATERIALS SUBTOTAL INCLUDING TAX $2,476.82 20% markup $495.36 TOTAL MATERIALS $2,972.18 Subtotal of Above Items $5,990.66 TOTAL $5,990.66 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE Negotiated at $5,506.85 L 0 v c k t C Off. a R � 3 .c .� E o c _y o n 0 i Q d C V n •� LL W �% .F; Mho r- 0 ap N m � c �0 N d C7 o N n 'dJ C H! V L 7 E C Q) . Y 6 Q U m atl N N C C Un E Z5� m O O co 0 N a) a)._ J o n i� p� (Dp0 cV`0 c s m o 0 3 N o � C O O = ° o o ._ CU rn m m a� o m 0 3 o CD d\1 U — c L O J 0 di N Q c \ LL N _x W '^ a) O O N �' N c N O z cn N 3 =of a N Y ` _ (n O _ n N N m =_ E2 U f0 0 'o D �v bO t d r.. C L O _ d • co a i cr C3 t4 LU o v z o M 0 CL Z 4 o W cr. W U Lnc N 00Z C, 0 DP-A'Widoli 9530 Front St. South Lakewood WA —98499 Phone: 866-695-5008 Fax: 206-763-4088 www.dpnicoli.com Customer No 12037 RECEIVE -1,11 BILL TO:AUG (?L, Scarsella Brothers Inc., S PO Box 68697 SE BRO. ii�C. Seattle, WA 98168 CUST. JOB NO.: 864 JOBSITE CONTACT: Casey OFFICE CONTACT: Nancy PROJECT: SALESPERSON: Tyler Severy Items Rented Qty Part Description Date Out P.O. # 4 2' Aluminum Vertical Rail 07/28/17 Each w/52-88 Cyl/56" Universal Ext Items Sold Qty Part Description 1 Delivery Freight - DPN Truck Each 1 Delivery Freight - DPN Truck Each .1 Delivery Freight - DPN Truck Each INVOICE NO.: IR155050 DATE: 08/02/17 BILLING TYPE: Partial Page: 2 SHIP TO: Scarseila Brothers Inc. 1301 Campbell Way Bremerton, WA 98310 JOBSITE PHONE NO.: 253-281-4102 OFFICE PHONE NO.: 253-872-7173 ORDER DATE: 07/21/17 DPN ORDER M R050296 TERMS: NET30 Delivery # Bill From Min Day Week 4 Week Total Return # Bill To DT93709 07/28/17 71.70 23.90 71.70 215.10 286.80 RT101820 08101%17 W.O. # P.O. # Weight. UOM Price Ext Price DT93408 DT93619 DT93709 We show following additional equipment remaining on rent for this sales order Qty Part Description 145.00 EACH 145.00 EACH 145.00 EACH Subtotal: Environmental Fee: Tax: Total: P.O. # Delivery # 145.00 145.00 145.00 2,038.46 16.02 184.90 2,239.38 Date Shipped 1 48" Vertical Shore Release Tool DT93408 07/24/17 Please remit to: D.P. Nicoli, Inc. M/S 52 PO Box 4100 Portland, OR 97208 D P- ANi 6 mom wl i 9530 Front St. South Lakewood WA - 98499 Phone: 866-695-5008 Fax: 206-763-4088 www.dpnicoli.com Customer No 12037 BILL TO: Scarsella Brothers Inc. PO Box 68697 Seattle, WA 98168 CUST. JOB NO.: 864 JOBSITE CONTACT: Casey OFFICE CONTACT: Nancy PROJECT: SALESPERSON: Tyler Severy Items Rented i Qty Part Description 6 2' Aluminum Vertical Rail Each w/ 52-88 Cylinders 1 5 Gallon Hydraulic Hand Pump Each w/ hose extension 30' 4 2' Aluminum Vertical Rail Each w/52-88 Cyl/42" Universal Ext 2 2' Aluminum Vertical Rail Each w/52-88 Cyl/24" Universal Ext 4 2' Aluminum Vertical Rail Each w/52-88 Cyl/24" Universal Ext APS�I INVOICE NO.: IR155050 DATE: 08/02/17 BILLING TYPE: Partial Page: 1 SHIP TO: Scarsella Brothers Inc. 1301 Campbell Way Bremerton, WA 98310 JOBSITE PHONE NO.: 253-261-4102 OFFICE PHONE NO.: 253-872-7173 ORDER DATE: 07/21/17 DPN ORDER #: R050296 TERMS: NET30 Date Out 'Delivery # Bill From P.O. # Return # Bill To 07/24/17 DT93408 07/24/17 582.60 RT101820 08/01/17 07/24/17 DT93408 07/24/17 68.61 RT101820 08/01/17 07127/17 DT93619 07/27/17 21.97 RT101820 08/01/17 07127/17 DT93619 07/27/17 65.91 RT101820 08/01/17 07/28/17 DT93709 07/28/17 RT101820 08/01/17 Min Day Week 4 Week Total 58.26 19.42 58.26 174.78 582.60 38.49 12.83 38.49 115.47 64.15 68.61 22.87 68.61 205.83 274.45 65.91 21.97 65.91 197.73 131.82 65.91 21.97 65.91 197.73 263.64 Continued. . 44 qw. W-4- MWW _0 --Q.w GUST. W,.:'.. S64 Pu -1 J Low ce 00 0 TRWITY Yoko CO3 -1 J Low ce 00 0 TRWITY Yoko Runwa on pQw-',f h4psol gym its, awyl AV MAQ a on an V law a to Oats it M "Al SA wtur" any; cown; un:": awsmals"', 'YjM-0. IWK t Y ilo 6 L 1 RAW Runwa on pQw-',f h4psol gym its, awyl AV MAQ a on an V law a to Oats it M "Al SA wtur" any; cown; un:": awsmals"', 'YjM-0. IWK t Y ilo Pleasey mitAo, Uresco Cd truction Kent VV Materials; Inc., PO Box 1778, A, 98035.1778 The Invoide is -due on 08!.211/2017. Sales Invoice 53.'392;00, Invoice No 43669 wesco,construction Motedalsi"Inc. -0 the event the Buyer's 6bligalions Msinglinder this Invqicq are. er)!Orcqq Through a collection agency or attorneys with Or n c I' Vol Dato 9�11 9/2017 Kent Branch DeliveryA�ddeess Terms 1%q 10th Net EOM 8246 8 1'94th:__ w MiscLtillaneolis customer .-2851 Kent, Washington 9,803.2 .0.:130'k 6*86,97 Customer Ref 390.5104011-42.001 SEATTLE, WA, 981.6.8-0697 Uresco Ref 210965 :msi Taken By Jason MoQrb 2 Uflit5 Sales Rep Jason Moore Invoice,, ddr6s§ :�: ,' 1. Scarsella �-rdhers, Inc. 00 eox 6869 Rage RAW Pleasey mitAo, Uresco Cd truction Kent VV Materials; Inc., PO Box 1778, A, 98035.1778 The Invoide is -due on 08!.211/2017. W, 53.'392;00, Adiscount ofb311'92maybe deducted from .the -total if the invoice is paid by 08110/2017. the event the Buyer's 6bligalions Msinglinder this Invqicq are. er)!Orcqq Through a collection agency or attorneys with Or SafIn 0.0 Ski Structures '~� Onindpal balsn6e dde plus qRud costs. T $3392.00 - 1 16533. 3747AGOES 7PLY NATRO14 StkUCT; I PLYFORM 'I"Ob I b.00 :msi 2 Uflit5 _4 ktj [i y' �7 6 V Pleasey mitAo, Uresco Cd truction Kent VV Materials; Inc., PO Box 1778, A, 98035.1778 The Invoide is -due on 08!.211/2017. 53.'392;00, Adiscount ofb311'92maybe deducted from .the -total if the invoice is paid by 08110/2017. the event the Buyer's 6bligalions Msinglinder this Invqicq are. er)!Orcqq Through a collection agency or attorneys with Or SafIn 0.0 without ijWdr ahybthdr pracdeding, Peyer agrees to pay all coiledioncoS or Is reasonable attorney fees Of 25%.on the Onindpal balsn6e dde plus qRud costs. T $3392.00 - Project Name: East Park Stormwater Outfall CITY OF BREMERTON Project #: 864 WORK CHANGE DIRECTIVE (VI CD) Contractor: Scarsella Bros. NTP Date: May 3, 2017 WCD #: 9 Date: 7/31/17 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Remove extra shoring due to unknown utilities ATTACHMEN If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price ❑ Lump Sum ❑✓ Time & Materials ® Other: Estimated increase (decrease) in Contract Price:''' $ 3,095.76 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CITY OF BREMERTON By: �aVWQ East Park Stormwater Outfall 864 CONTRACTOR Scarsella Brothers, Inc DATE 7/31/2017 - SUBCONTRACTOR - - EST# WCD#9 DESCRIPTION OF WORK PERFORMED - Remove Extra shoring around utilities not shown on plans ITEM # :.1.,001 .... . LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent, Howard 226.47 Operator Frmn 4 $ 70.57 $ 94.84 $282.28 Bryan Thompson 113.3 Clean up Laborer 4 $ 53.09 $ 69.74 $212.36 Kyle Kingman 226.41 Exc/Hoe 15-30 to 4 $ 67.12 $ 89.67 $268.48 Corey Stone 113.16 Labor Apprentice 70% 4 $ 41.32 $ 55.05 $165.28 Casey Nelson 226.47 Operator Frmn 4 $ 70.57 $ 94.84 $282.28 LABOR SUBTOTAL $1,210.68 20% markup $242.14 EQUIPMENT TOTAL LABOR $1,452.82 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT PC308 .; : 17-185 4 125.88 $503.52 Cat 950 Loader 15-98 2 62.61 32.2 $64.40 PC490 17-201 :4 '.' 200.30 $801.20 EQUIPMENT SUBTOTAL $1,369.12 20% markup $273.82 MATERIALS OR SERVICES TOTAL EQUIPMENT $1,642.94 VENDOR & INVOICE # MATERIAL AMOUNT MATERIALS SUBTOTAL INCLUDING TAX $0.00 20% markup $0.00 NOTAL MATERIALS I I $u.uul Subtotal of Above Items $3,095.76 TOTAL $3,095.76 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE L i c A Project Name: East Park Stormwater Outfall CITY OF BREMERTON Project #: 864. - WO--�-RK CHANGE DIRECTIVE MCD) ... Contractor:. - Scarsella Bros: - - NTP. Date: - .. May 3;-2017 WCD #: 10 Date: 7/31/17 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Additional grout in MH for existing pipe ACHMENT(S If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Price ❑ Contractor's Records ❑ Lump Sum Engineer's Records El Time & Materials ❑ Other: ❑ Other: Estimated increase (decrease) in Contract Price $ 113.29 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR B: &� y By: PAGE 1 OF 1 CITY OF BREMERTON East Park Stormwater Outfall 1 864 CONTRACTOR - Scarsella -Brothers, Inc DATE 8/l/2017. -SUBCONTRACTOR - EST# l i it 1/ V I A C D# 1 O DESCRIPTION OF WORK PERFORMED -Grout existing pipe in existing manhole _. ITEM # 1.001 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Bryan Thompson 113.3 Clean up.Laborer 53.09 $ 69.74 $53.09 Corey Stone 113.16 Labor Apprentice 706/6 . 1 $ 41.32 $ 55.05 $41.32 LABOR SUBTOTAL $94.41 20% markup $18.88 EQUIPMENT TOTAL LABOR $113.29 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT EQUIPMENT SUBTOTAL $0.00 _ 20% markup MATERIALS OR SERVICES TOTAL EQUIPMENT $0.00 VENDOR & INVOICE # MATERIAL AMOUNT Fergusson Inv#0561960 Grout 2 sacks @ $25.632/Sack + tax see FA for 8/2/17 MATERIALS SUBTOTAL INCLUDING TAX $0.00 20% markup $0.00 TOTAL MATERIALS I 1 $0.00 Subtotal of Above items I 1 1 $113.29 TOTAL $113.29 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE O L C m C X W �iii�iiiiiiill� H z uj 0 oC -0 d 2 c c N Lg w C 0 C n ,o — o mniuimm=ii t O O CLCD a� Vr ID of V az +� ,J+t vj w 'C ®� V Y N iin Q a v ni d 00 m�mm W � �} _m a) Q1 Q 0. i v a1 O 9 7 U o Y c O V tu0 aa`. ani oC -0 d 2 c c N Lg w C 0 C n ,o mi mniuimm=ii Vr V ,J+t vj Q N iin Fj cn ni d r 0. m�mm � �} _m a) m i v a1 O 9 7 U o Y c O ani < pp F C \` W C fY fY N mi mniuimm=ii iin ni m�mm i a v C 0 S CITY OF BR'EMERTON W®RK CHANGE DIRECTIVE (WCD� Project Name: East Park Stormwater Outfall Project #: -864 Contractor: Scarsella Bros. - NTP Date: May 3, 2017 WCD 11 Date: 7/31/17 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Add 2 -inch air relief port ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price ❑ Lump Sum ❑✓ Time & Materials ® Other: Estimated increase (decrease) in Contract Price: s 3,227.34 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR B�! v. PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CITY OF BREMERTON By: e4& East Park Stormwater Outfall VENDOR & INVOICE # MATERIAL AMOUNT Fergusson Inv#0561960 2" poly pipe and fittings $1,021.79 864 CONTRACTOR Scarsella Brothers, Inc DATE _ g/212017 SUBCONTRACTOR MATERIALS SUBTOTAL INCLUDING TAX EST# 20% markup ... 1/1/ C D#.1.1 TOTAL MATERIALS DESCRIPTION OF WORK PERFORMED -Adding Air Release to the 36" HDPE pipe ITEM # :001 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47 Operator Frmn : 3 $ 70.57 $ 94.84 $211.71 Bryan Thompson 113.3 Clean up Laborer :: 3 $ 53.09 $ 69.74" $159.27 Kyle Kingman 226.41 Exc/Hoe 15-30 to 3 $ 67.12 $ 89.67 $201.36 Casey Nelson 226.47 Operator Frmn 3 $ 70.57 $ 94.84 $211.71 LABOR SUBTOTAL $784.05 20% markup $156.81 EQUIPMENT TOTAL LABOR $940.86 EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT PC308 17-185 1 .: 2 125.88 56.8 $239.48 F350 tool truck 2-251 1 2 18.85 12.95 $44.75 :16.001 EQUIPMENT SUBTOTAL $284.23 20% markup _ $56.85 ITOTAL EQUIPMEN I I I zo341.uJ MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT Fergusson Inv#0561960 2" poly pipe and fittings $1,021.79 Fergusson Inv#0562742 2" bend and brass beehive $435.88 Fergusson Inv#0562604 EF Machine Rental $163.50 MATERIALS SUBTOTAL INCLUDING TAX $1,621.17 20% markup $324.23 TOTAL MATERIALS $1,945.40 Subtotal of Above Items 1 1 $3,227.34 TOTAL 1 $3,227.34 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE C A Q v (7 i) 0 O aj +• tv j r" m a o j �. ,v � _ W .Q r ♦' icy � W 1 rn v aci E a Q.L N A FL ++ '6 N oa a c c (O 1 m U) ch _ 4 rn E ii c , Af o 16 CD z� y E a m c ° m O o. rnm CO e rn U D 1 1 0 , r c o �O a m� ai pp NCn c Vii- 0 A) 3 v y �. Q z c d � O 5 o =° � o 2. O i .0 O = i�0 L Q •4 c I (Do r a+ C d O L <� i Z a� — 3of �. Z m E n E 4" c n 4 or �+ S� N co 1 v� CO W Z U V O O Q v J$FERGUSON9 Wataworb 24025 SNOHOMISH-WOODINVILLE RD WOODINVILLE, WA 98072-8787 Please contact with Questions: 425-486-9600 SCARSELLA BROS INC PO BOX 68697 SEATTLE, WA 98168 •g W JIG 0 3 7011 :INVOICE NUMBER" ..TDTAL.4UE-'...:CUSTOMER PAGE _ 0561960.... $1,021.79 39323 1 of PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FEI - SEATTLE VON #1539 PO BOX 847411 DALLAS, TX 75284-7411 --SHIP TO: COUNTER PICK UP 11650 CLEARCREEK RD NW SILVERDALE, WA 98383-0000 SCARSELLA BROS, INC. SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE "BATCH WHSE. WHSE. IO 1604 1604 WA1800 OUTFALL DEC OUTFALL AIR VALVE 08/01!17 59289 ORDERED„ ; SHIPPED rrEM NUMBER DESCRIPTION UNIT PRICE UM AMOUNT ' 1 1 SP-36X2B,SADDI.E 36X2 SDR11, BRANCH SADDLE 193.750 EA 193.7..E $238.02 RED LABELFREIGHT 1 1 P.7100200S411 2 MPT 304 X SDR11 TRANS COUP 23.220 EA 23.22 200 200 PE111AK100 2X100 IPS DR11 HDPE PIPE 133.060 C 266.12 3 3 C5760030 2 IPS EF 4710 COUP 4.7R 9.627 EA 28.88 1 1 P40TCAPK 2 PVC S40 THRD CAP 2.186 EA 2.19 500. 500 TW12SLDUFBL500 12GA SLD COP OF WIRE BLUE 500 146.401 M 73,20 4 4 B100002751 PAKMIX 50# BAG FAST SET CNCRT 25.632 EA 102.53 2 2 RAWRB906HO RAW 9X3/4 6 TPI WOOD RECIP BLD' 4.750. EA 9:50 INVOICE SUB -TOTAL 699.39 FREIGHT 238.02 �e TAX Unincorp Kits p 64.38 ... ... ....... .... ... ........................... LEAD LAW W •NING• IT ILLEGAL TO INSTALL PRO 1. DL CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER APPLI BLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH "NP IN THE Of SCRIPTION ARE NOT AD FREE AND CAN ONLY BE INSTALLED IN NONPOTABLI APPLICATIONS. OYER IS SOLELY RESF ONSISLE FOR PRODUCT SELECTION. Go Paperless o Upgrade to Email ®eliveryl You'll receive one email per day with all your Invoices attached as a PDF Contact us with your email address today. Call us at the number above to.swltch to small delivery todayl TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE .. $1,021.79 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, if lower. If Buyer fails to pay within terms, then in addition to other remedies, Buyer agrees to pay Seller all costs of collection, including reasonable attorney fees. -Complete terms and conditions are available upon request or at http://wolseleyna.com/terms_conditionsSale.htmi and are incorporated by reference. Seller may convert checks to ACH. ag WaterworlG 24025 SNOHOMISH-WOODINVILLE RD WOODINVILLE, WA 98072-8787 INVOICE NUMBER ':' TOTAL: DUE 'CUSTOMER— ' PAGE 0562742 $435.88 39323 1 of 1 PLEASE REFER TO INVOICE NUMBER WHEN . MAKING PAYMENT AND REMIT TO: FEI - SEATTLE WW #1539 PO BOX 847411. Please contact with Questions: 425-486-9600 DALLAS, TX 75284-7411 :GEN °. ":SHIP TO:..- Ati3 07 2017 d7 COUNTER PICK UP 11650 CLEARCREEK RD NW SCARSELLA BROS'INC SILVERDALE, WA 98383-0000 PO BOX 68697 SCARSSLLA BROS. NO. SEATTLE, WA 98168 SHIPSELL. VHSE. 1604 WHSE 1604 ! TAX CODE WA1800 CUSTOMER ORDER NUMBER 864-3.001 SALESMAN DEC JOB NAME EAST PARK IN DATE 08/03/17 BATCH 590 6 ORDERED `f SHIPPED ITEM NUMBER DESCRIPTION . UNIT PRICE . 'J `"UM AMOUNT 'Thank you for your continued business. 2 2 PE111HB225KF2 2 IPS SDR] 1 PC160 22.112 ELL 2PC 34.015 EA 68.03 i. 1' GRSK 2 GALV MI 1506 RTN BEND 'BRS 120A97 EA 120.50 1 1 BBMBSK 2 MIP BEEHIVE STRN 70.774 EA 70.77 1 1 C5760030 2 IPS EF 4710 COUP 4.7R 9,627 EA 9.63 1 1 R30088 2 PLAS PIPE CTTR RC -2375 130.950 EA 130.95 INVOICE SUB -TOTAL 389.88 TAX Unlncorp 1<44P 1 36.00 AD LAW WA RNING: IT IS ILLEAL TO INSTALL PROD CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH FEDERAL'()R OTHERrAPPLI. BLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION ODUCTS W 'NP IN THE D SCRIPTION ARE NOT L AD FREE AND CAN ONLY BE INSTALLED IN !N-POTAB APPLICATIONS. OYER IS SOLELY RE ONSIBLE FOR PRODUCT SELECTION. Go Paperless - Upgrade to Email Delivery[ You'll receive one email per day with all your Invoices attached as a PDF Contact us with your email address today, r Callus at the, number above to switch to email delivery todayi TERMS: NET 10TH PROX ORIGINAL INVOICETOTAL DUE. $435.88 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, 'if lower. If Buyer fails to pay within terms, then in addition to,other remedies, Buyer agrees to pay Seller all costs of collection, including reasonable attorney fees. Complete terms and conditions are available upon request or at http://wolseleyna.com/terms_conditionsSale.htmi and are incorporated by reference. Seller may convert checks to ACH. FERGUSON' Waterworks 24025 SNOHOMISH-WOODINVILLE RD WOODINVILLE, WA 98072-8787 Please contact with Questions: 425-486-9600 i AUG 07 21111 SCARSELLA BROS INC PO BOX 68697 SEATTLE, WA 98168 SCARSEI BROS. tN " INVOIGB NUMBER '...TOTAL DUE ,..CUSTOMER 0562604 $163.50 39323 1 of 1 PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FEI - SEATTLE WW #1539 PO BOX 847411 DALLAS, TX 75284-7411 :SHIP TO:.. COUNTER PICK UP 11650 CLEARCREEK RD NW SILVERDALE, WA 98383-0000 SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN JOB NAME INVOICE DATE BATCH WHSE.- WHSE. 10 1604 1604 WA1800 EF MACHINE DEC OUTFALL 0810 x/17 59317 ORDERED ,5HIPPED ITEM NUMBER DESCRIPTION UNIT PRICE UM : AMOUNT Thank you for your continued business. 1 1 ,EFMDFEE EF MACH RENTAL DAY 150.000 EA 150.00. INVOICE SUBTOTAL 150.00 TAX Unincorp Kits p 19.50 LEAD LAW WA qNING: IT IS ILLS TO INSTALL PR6DU CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL R OTHER APPLIC ABLE LAW IN'POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH -NP IN THE',D SCRIPTION ARE NOT LEAD FREE AND CAN ONLY BE INSTALLED IN NON -POTABLE APPLICATIONS. I IUYER IS SOLELY'RES ONSIBLE FOR PRODUCT SELECTION. J 2 G® Paperless - Upgrade t® Email Delivery! You'll recelve one email per day with all your Involces attached as a PDF. Contact us with your email address today. Call us at the number above to switch to @mall delivery todayl TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE $163.50 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed ny law, IT lower. IT buyer Tans to pay within terms; then in addition to other remedies, Buyer agrees to pay Setter all costs of collection, including reasonable attorney fees. Complete terms and conditions are available upon request or at http://Wolseleyna.com/terms_conditionsSale.htmi and are incorporated by reference. Seller may convert checks to ACH. Project Name: CITY OF BREMERTON Project ##: -� Contractor: WORK CHANGE DIRECTIVE INIICD) NTP Date: WCD #: 12 Date: 7/31/17 East Park Stormwater Outfall 864 Scarsella Bros. May 3, 2017 YOU'ARE DIRECTED. TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Additional 4 -man rock for wall ATTACHMENT If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will' involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: ® Unit Price ❑ Lump Sum ❑✓ Time & Materials ❑ Other: Estimated increase (decrease) in Contract Price: $ 1,470.34 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: CONTRACTOR By: Y PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑✓ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CITY OF BREMERTON By: l64& ,P2ti�,d East Park Stormwater Outfall 864 CONTRACTORDATE Scarsella Brothers, Inc 8/3/2017 SUBCONTRACTOR - - - - EST# WCD#12 DESCRIPTION OF WORK PERFORMED -Extra 4 man rock ITEM # 1.:001 . . LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kent Howard 226.47 Operator Frmn: ,. " . ` " !:: 1 $ 70.57 $ 94.84 $70.57 Kyle Kingman 226.41 EXc/Hoe 15-30 to 1 $ 67.12 $ 89.67 $67.12 Nick 336.75 Dump :16-30 cy 3 $ 60.29 $180.87 LABOR SUBTOTAL $318.56 20% markup $63.71 EQUIPMENT " TOTAL LABOR $382.27 EQUIPMENT TYPE EQUIPMENT Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT Hitcahi 225.Exc .. 17-217 1 95.85 $95.85 Cat 950 Loader 15-98 1 62.61 32.2 $62.61 Mack Solo 9-87 3 65.87 $197.61 Pup 26-88 3 14.89 $44.67 EQUIPMENT SUBTOTAL $400.74 20% markup $80.15 MATERIALS OR SERVICES TOTAL EQUIPMENT $480.89 VENDOR & INVOICE # MATERIAL AMOUNT Washington Rock Inv#78431 16.17 to 4 man rock @ $29/tn $505.98 MATERIALS SUBTOTAL INCLUDING TAX $505.98 20% markup $101.20 (TOTAL MATERIALS I bbuf.'lul Subtotal of Above Items $1,470.34 TOTAL $1,470.34 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE o - c l d 00 7 j �d o Q r a. o c N � C N _ V d. L C 7 d c Q a „ „ ca Lu En � :3 E m' wLo � ° O o y o U t� ) O U n° U `' U a vcn O r v °' co v 3 a U o c U c tb KS C N N c N W Z. cof d W- Y _ V � o Y 4- 0 T.. a C 0 0 (A = ri r o _ i+ Q. 'a. U � c V 00 _ w lam. \v l G c a E m a a r w a �C Q •V e (U d CL m E a ,a o w w ,5 �l � o m a to00 w .o z 5 U 'o 'o a 3 K is 90T.1990 21711 103rd Ave Ct E Ste C-302 Phone 253-262.1661 Graham, WA 98338 Fax: 253-262.1664 Bill to: SCARSELLA BROTHERS REC P.O. BOX 68697 SEATTLE, WA 98168 , , ,.- -KAPOWSIN QUARRY KING CREEK SAND & GRAVEL INVOICE 78431 Job: VA5,QK STORMWATER OUTFALL Invoice #: 78431 DA ' Mt erP.O. #: JOB 864 Customer Code: 412 Payment Terms: Due By 15th Fuel Tax Mcket Date Order Product qty. Rate Amount Surchgs Amount Total ,'439160 8/3/2017 029PU 4 MAN QUARRY ROCK 16..17 m/ 29.00 46.8.93 0.00 37.05 505.98 _ 6 Subtotal 029PU 16.17 Ton .$468.93 $0.00 $37;05 $505.98 . Involve Total 16.17 468.93 0.00 $37.05 $505,98 Total Invoice ----- > $505.98 j•©Ooo �G�•w�l.vo�/�� PAGE 1 ,NO. N m m Q LLIs U a � � N a, 0 m co W UJ 0 C C U W � J o ) Q cn p F- 2 Cn > Z ~ _0 >_ c a. F° � -3 (n LL O � U N (\Ilia\] L Z 1 7 7 H N m m Q LLIs U a � � N a, 0 m co W UJ 0 C C U W � J o ) Q cn p F- 2 Cn > Z ~ _0 >_ c a. F° � -3 (n LL O � 20 cz r a ^ �f T eJ cd C cc z N M d' Lo Cfl r- c0 m T N r r r r N l a� co e O N m � Lo (O f� O� N c� '�t T CO T a0 O� O o z J 11 r r N r^ a aca y ca ro OT . N M In (O (3) J z T T ,m- r r r N CITY OF BREMERTON WORK CHANGE DIRECTIVE (WC®) WC® #: 13 1 Date: 7/31/17 Project Name: Project #: Contractor: NTP Date: East Park Stormwater Outfall 864 Scarsella Bros. May 3, 2017 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Additional asphalt: 3815 SF at 6.30/LF plus 12% markup Sawcutting pavement: approximately 210 LF. Del -Mar Concrete Cutting ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Price ® Contractor's Records ❑ Lump Sum ❑✓ Engineer's Records ❑ Time & Materials ❑ Other: ® Other: Estimated increase (decrease) in Contract Price: $ 27,675.78 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR t�� By: By: v PAGE 1 OF i CITY OF BREMERTON East Park Stormwater Outfall 1 AMOUNT 864 CONTRACTOR Scarsella Brothers, Inc $445.00 DATE 8/8J2017 SUBCONTRACTOR EST# MATERIALS SUBTOTAL INCLUDING TAX WCD#13 12% markup DESCRIPTION OF WORK PERFORMED -Extra paving TOTAL MATERIALS ITEM # 1.001 LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT LABOR SUBTOTAL $0.00 20% markup $0.00 TOTAL LABOR $0.00 EQUIPMENT EQUIPMENT TYPE EQUIPMENT # Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT EQUIPMENT SUBTOTAL $0.00 20% markup $0.00 TOTAL EQUIPMENT $0.00 MATERIALS OR SERVICES VENDOR & INVOICE # MATERIAL AMOUNT Per bid unit prices 3851.67 sf added paving @ $6.30/sf (no added mu) $24,265.52 Del -Mar Concrete Cutting Inv#36891 SaWCUt 210 If $445.00 MATERIALS SUBTOTAL INCLUDING TAX $24,710.52 12% markup $2,965.26 TOTAL MATERIALS $27,675.78 Subtotal of Above Items I I$27,675.78 TOTAL 1 1 $27,675.78 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE "EL -MAR CONCRETE 152 100th fit. S. Tacoma, WA 98444 Ph # (253) 537-0109 FAX # (253) 536=0607 TO ua�L_ TERMS: NET 30 DAYS, UNLESS OTHERWISE NOTED Invoice NEDRECE AUG 10 2017 DATE r 1 L1 JOB NO. F� CONTACT PERSON JOB LOCATION B A q -q �o ,• • • L ANIOUNT L Q, 0 A, up, a A FINANCE CHARGE OF 1.5% ON THE UNPAID PREVIOUS BALANCE WILL BE COMPUTED AT THE END OF EACH MONTH. IF CUSTOMER DEFAULTS OR IF SUIT" IS BROUGHT TO COLLECT ANY OF THE PRINCIPAL OR INTEREST DUE OR O UNDER THIS BILL, DEL -MAR MAY CHARGE CUSTOMER REASONABLE ATTORNEY FEES AND COLLECTION COSTS: �1(� .�✓t Project Name: CITY OF BREMERTON Project #: Contractor: WORK CHANGE DIRECTIVE (WCD) NTP Date: WCD #: i4 Date: 7/14/17 East Park Stormwater Outfall Scarsella Bros.. - May 3, 2017 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Additional eco -block for diffuser and SS straps ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The ' Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: ❑ Unit Price ❑ Contractor's Records ❑ Lump Sum ❑✓ Engineer's Records ❑✓ Time & Materials ® Other: ❑ Other: Estimated increase (decrease) in Contract Price: $ 2,433.65 If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOMMENDED: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: Q days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: CONTRACTOR By: �'�! By: PAGE 1 OF 1 CITY OF BREMERTON East Park Stormwater Outfall 1 1 864 CONTRACTOR Scarsella Brothers, Inc DATE 8/8/2017 SUBCONTRACTOR EST# V1/C.D#14 DESCRIPTION OF WORK PERFORMED - Added Diffuser pipe anchor and change to SS straps per email dated 7/12/17 ITEM # :OO LABOR WORKER'S NAME WORKER'S OCCUPATION REG HRS OT HRS REG RATE OT RATE AMOUNT Kyle Kingman 226.41 Exc/Hoe 15-30 to 0.5 $ 67.12 $33.56 Brian Thompson 113.03 Clean up Laborer 0.5 $ 53.09 $26.55 LABOR SUBTOTAL $60.11 20% markup $12.02 TOTAL LABOR 1 EQUIPMENT $72.13 EQUIPMENT TYPE EQUIPMENT Operated Hr Standby Hrs Operated Rate Standby RatE AMOUNT PC308 17-185 0.5 125.88 56.8 $62.94 EQUIPMENT SUBTOTAL $62.94 20% markup $12.59 TOTAL EQUIPMENT MATERIALS OR SERVICES $75.53 VENDOR & INVOICE # MATERIAL AMOUNT SBI Eco Block $200.00 Fergusson Inv#0559W7 Added SS strap $847.12 Fergusson Inv#01559887 Change to SS Strap 7112 email; added cost = $735-$333=$402/each x 2 each $804.00 Addison Inv#326041 Epoxy added anchor block and strap $55.17 MATERIALS SUBTOTAL INCLUDING TAX $1,906.29 12% markup $228.75 NOTAL MATERIALS 1 1 $2,135.04 Subtotal of Above Items $2,282.70 TOTAL $2,282.70 INSPECTOR CONTRACTOR'S REPRESENTATIVE TITLE incorrect markup, increased to $2,433.65 Sherry I Peter From: William Davis <William.Davis@ci.bremerton.wa.us> Sent: Wednesday, July 12, 2017 1:28 PM To: SherryJ. Peter; Kevin Slater Cc: r Linda Fulton; Lynn Gritton Subject: Submittal #15 Attachments: S.15 -Pipe, gaskets, bolts, sock_wjd_reviewed_170712.pdf Submittal review attached for Submittal #15 Comments: 1) You call out hot -dip galvanized hardware and threaded rod. We would like 304 SS. Let me know the cost difference; if there is any. 2) The nuts a;nd bolts for the access port and the half flange should be 316 SS. Apply anti -seize when installing to allow for future removal. 3) The ancho:r straps should be HDPE per contract. Alternatively, they can be 316 SS and we'll pay the cost difference �if there is any. 4) We would like a third anchor block. Space .equally along the diffuser (one at each end and in the middle). Bill Bill Davis, P.E. City of Bremerton'- Engineering Division (360) 473-2312 william.davis@ci.k,temerton.wa.i,-s FE ` aw Waterworks 24025 SNOHOMISH-WOODINVILLE RD WOODINVIL.LE, WA 98072-8787 Please contact with Questions: 425-486-96000 r SCARSELLA BROS INC S(__;W? 5F _.3 -- PO BOX 68697 SEATTLE, WA 98168 - INVOICE NUMBER .:TOTAL.DUE CUSTOMERPAdE, SALESMAN 0559887 _ $2 541.36 39323 �1 off PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO: FEI -SEATTLE WW #1539 PO BOX 847411 DALLAS, TX 75284-7411 SCARSELLA BROS INC 1301 CAMPBEL WAY BREMERTON, WA 98312 8H{P TOc SHIP SELL TAX CODE CUSTOMER ORDER NUM8ER SALESMAN JOB NAMEINVOICE DATE BATCH WHSE. WHSE. 1604 1604 WA1726 864 DEC EAST PARK OUTFALL 07/24/17 5915 ORDERED SHIPPED n'EM:NUMBER DESCRIPTION 1 _ UNIT PRICE .. UM AMOUNT 3 3 SP-C36"SS316HDPECL 36" IPS SS 316 HDPE CLAMPS 735.000 EA 2205,00 3.001 = 2 ea INVOICE SUBTOTAL 2206.00 1.001 = 1 ea FREIGHT 103.22 TAX Seattle 233:14 •.�i.ii..!"... LEAD LAW W ..A ............... i.i.. NTNG: IT IS ILLS a .......................A• ALTO INSTALL PROD •.......................... CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH US FEDERAL OR OTHER APPLICABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS TH'NP IN THE D SCRIPTION ARE NOT L AD FREE AND CAN ONLY BE INSTALLED IN NON -POTABLE APPLICATIONS1 IUYERJS SOLELY RESF ONSIBLE FOR PRODUCT SELECTION. Z�y t .� � �, SgJ112 Go Paperless - Upgrade to Email Delivery! You'll receive one email per day with all your Invoices attached as a PDF. Contact us with your email address today, G call us at the number above to switch to email delivery todayl �^ TERMS: NET 10TH PROX ORIGINAL INVOICE TOTAL DUE_. $2,541.36 All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, if lower. If Buyer falls to pay within terms, then in addition to other remedies, Buyer agrees to pay Seller all. costs of collection, including reasonable attorney fees. Complete terms and conditions are available upon request or at http://wolseleyna.com/terms—con(iitionsSale.html and are incorporated by reference. Seller may convert checks to ACH. i! FERGUSON` Waterworks 19:21:52 JUL 12 2017 Order No: 0559887 Order Date: 07/12/17 Writer: DEC Sold To: SCARSELLA BROS INC PO BOX 68697 SEATTLE, WA 98168 Cust PO#: 864 FEI - SILVERDALE WW #1604 Deliver To: 75931 11650 CLEARCREEK RD NWFrom: Daryl Clark SILVERDALE, WA 98383-0000Comments: Phone: 360-697-1510 Fax: 360-895-7777 Item `Description SP-C36"SS316HDPECL 36" IPS SS 316 HDPE CLAMPS FEI - SEATTLE WW #1539 Order Confirmation Phone: 360-697-1510 Fax: 360-895-7777 Req Date: 07/13/17 Ship Via: Terms: . NET 10TH PROX Ship To: SCARSELLA BROS INC 1301 CAMPBEL WAY BREMERTON, WA 98312 Job Name: EAST PARK OUTFALL Quantity Net Price UM Total 3 735.000 EA 2205.00 Net Total: $2205.00 Tax: $233.14 Freight: $103.22 Total: $2541.36 Page 1 of 1 WARRANTY PROVISIONS The purchaser's sole and exclusive warranty is that provided by the manufacturer, if any. Seller makes no express or implied warranties. SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT WILL SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING DIRECTLY OR INDIRECTLY FROM THE OPERATION OR USE OF THE PRODUCT. SELLER'S LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE RECEIVED BY SELLER. Complete Terms and Conditions are available upon request or can be viewed on the web at http://wolse)eyna.com/terms_ conditionsSale.htmi. LEAD LAW WARNING: It is illegal to install products that are not "lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with *NP in the description are NOT lead free and can only be installed in non - potable applications. Buyer is solely responsible for product selection. Bid No: Q319930 Page 6 of 7 34 1 EA 6"X 42"RING & LOCKING DRAIN COVER ** TO BE BID AS AN ALTERNATE TO 895.00 THE 36" RING & COVER WHICH WILL NOT FIT OVER THE 36" HDPE ACCESS PORT ** 35 1 EA 36"DR17 IPS HDPE MITERED 45 DEG ELBOW FLG X FLG - WITH 36"FLG 5,765.00 ADAPTERS & DI BACK UP RINGS ON EACH END 36 4 EA 36" HOT DIPPED GALVANIZED STUD BOLT KIT- INCLUDES: (32) 1-1/2"X 864.75 2'0"HDG STUD BOLTS - (64) 1-1/2"HDG HEX NUTS & (64) 1-1/2"HDG FLAT WASHERS 37 4 EA 36"X 1/8"NEOPRENE FULL FACE GASKET 55.00 Section Subtotal: 36"DR17 IPS HDPE PERFORATED DIFFUSER PIPING NOTE:THE PERFORATION PATTERN MUST BE APPROVED BY THE OWNER PRIOR TO ORDERING THE PIPE. 38 2 EA 36"X 27'0"DR17 IPS HDPE FLG X FLG PERFORATED PIPE SPOOL WITH 36"FLG 10,343.60 ADAPTERS & BACK UP RINGS WELDED TO EACH END - 5"DIAMETER HOLES TO EXTEND FROM PIPE CROWN TO INVERT ON FRONT FACE ONLY - HOLES SHALL BE 12"ON CENTER,STAGGARD ROWS.NO HOLES TO BE CLOSER THAN 1'0" FROM ANY BEND OR PIPE CONNECTION 895.00 5,765.00 3,4S9.00 220.00 21,763.30 20, 687.20 1,020.00 864.75 52.50 396.80 56.00 32.00 666.20 23,775.45 240.00 245.00 435.00 920.00 1,500.00 1,500.00 12.7,460.62 Page 1 of 7 Bremerton Branch a mM LER 4303 State Hwy 3 W COMPANY Bremerton, WA 98312 (360) 377-4507 or (800) 659-2257 QUOTATION Date: 03/08/17 Project: EAST PARK STORMWATER OUTFALL Quote #: Q319930 Location: BREMERTON WA Bid Date: 03/09/17 @ 2:00pm Estimator: Frank Duke Engineer: GRAY & OSBOURNE INC franl<d(@hdfowler.com Owner/Agency: CITY OF BREMERTON TO CONTRACTORS: Attached is the H. D. Fowler Company quotation for materials we are offering on the above -listed project. This quotation is based on our interpretation of the plans and specifications. To accurately bid any project, it is necessary for the contractor to perform his own item and quantity take -off. We also strongly suggest that the contractor confirm the material list before ordering. Please carefully review the Terms & Conditions of Sale which also accompany this bid. All products quoted are furnished with the factory's standard shop coating, unless otherwise stated in our quote. The provisions for field startup and the technical service of manufacturer's representative are not included, unless otherwise stated in our quote. .,rices quoted are based on quantities shown and are subject to revision if quantities ordered vary substantially. Due to unstable market conditions, rising fuel and raw materials costs, HD Fowler Company requests that you carefully. evaluate material costs and the duration of price protection we are able to offer and plan accordingly.; We value your business and will do our best to communicate changes in market conditions while assisting you through this difficult situation. Due to current unstable price conditions, unless specifically stated otherwise, the prices in this proposal are subject to change and material will be invoiced at the prices in effect.at the time of shipment. Required drawings of any kind are not included in this proposal unless specifically stated as a line item, Bolt, nut, stud, gasket and other fastener products are for estimating purposes only. Required fasteners need to be determined by the contractor. FOB: Delivery: Our Yard ALL HDPE'PIPING AND FITTINGS WILL BE FOB THE JOBSITE SHIPPED VIA FACTORY TRUCKS. ALL OTHER MATERIALS WILL BE FOB OUR BREMERTON YARD FOR WILL CALL.ANY DELIVERY REQUESTED ON AN HD FOWLER TRUCK COULD BE SUBJECT TO A DELIVERY CHARGE. PLEASE ALLOW A 3-4 WEEK LEAD TIME'FOR DELIVERY OF THE HDPE'PIPE FROM THE DATE THE APPROVED SUBMITTALS ARE RETURNED TO THE HD FOWLER COMPANY. -- NO MATERIALS WILL BE ORDERED UNTIL WE RECEIVE THEAPPROVED SBMITTALS OR SHOP DRAWINGS. ALL QUOTED MATERIAL',;PRICING WILL BE HELD FOR 30 DAYS FROM THE ---.. BID DATE.ANY MATERIAL ORDERED AFTER THIS DATE Payment Terms: Net 10th Prox. (subject to Credit approval) Addenda Received for this project: 1 Bid No: Q319930 Page 4 of 7 10 *_ ** FT 36"X 40'SDR 17 IPS HDPE PIPE ** THE PLAIN END PIPE IS TO BE USED IF THE 135.91 *** PIPE WILL BE FUSION WELDED ONSITE.THIS WILL REQUIRE THE RENTAL OF OUR HDF FUSION MACHINE AND AN ONSITE HD FOWLER FUSION TECHNICION ** PLEASE SEE OUR HD FOWLER FUSION MACHINE QUOTE #Q320367 FOR ALL RENTAL PRICING FOR THEFUSION MACHINES, TECHNICIAN AND ANY OTHER FUSION THAT APPLY TO THE WELDING OF THE PIPE ONSITE. - THIS PIPE IS AN ALTERNATE TO THE 36"SDR 21 HDPE PIPE CALLED FOR ON THE PLAN. 11 *** FT 36"X 54'SDR 17 IPS HDPE PERFORATED PIPE-5"DIAMETER HOLES TO EXTEND 294.34 *** FROM THE CROWN OF THE PIPE TO THE INVERT ON THE FRONT SIDE OF THE PIPE, ONLY - HOLES TO BE 12"ON CENTER,STAGGARD ROWS NO CLOSER THAN 1" APART 12 *** EA 36"SDR 17 IPS HDPE FLANGE ADAPTER & BACK UP RING - TO BE WELDED 1,438.51 *** ONSITE TO CONNECT THE PLAIN END PIPE TO ALL FLANGE CONNECTIONS AS REQUIRED ** CONTRACTOR TO DETERMINE THE NUMBER OF FLANGE ADAPTERS AND BACK UP RINGS NEEDED AND BID ACCORDINGLY ** 13 *** ' EA 36"DR17 IPS HDPE FLANGE ADAPTER ONLY ** AS REQUIRED TO MAKE- 864.25 *** CONNECTION TO EXISTING 60"CATCH BASIN ** Section Subtotal: 0.00 36"HDPE OUTFALL PIPING - FLG X FLG SPOOL SYSYEM NOTE:THE 36"SDR 21 IPS HDPE PIPE CALLED FOR ON THE PLANS IS NOT A READILY AVAILABLE PIPE AND NO LEAD TIME CAN BE GIVIN AT THIS TIME.THIS IS A SPECIAL RUN PIPE WITH A MINIMUM OF 2000 FT NEEDED TO RUN THE PIPE.HD FOWLER WILL BE QUOTING 36"SDR17 IPS HDPE PIPE AS AN ALTERNATE AS THIS PIPE IS AVAILABLE TO SHIP.THE CONTRACTOR WILL NEED TO PROVIDE AN APPROVED SUBMITTAL FOR THIS PIPE PRIOR TO IT BEING.ORDERED.ALL SPOOL LENGTHS TO BE CONFIRMED BY THE CONTRACTOR AS THEY ARE SPECIAL ORDER MATERIALS AND NOT RETURNABLE. 14 1 EA 36"X 40'0"DR17 IPS HDPE FLG X PE PIPE SPOOL WITH 36" FLG ADAPTER & DI 7,672.95 7,672.95 BACK UP RING WELDED TO ONE END OF THE PIPE AT THE FACTORY (FOR THE 95 FT RUN) ** TO CONNECT TO THE EXISTING 60" TYPE it CATCH BASIN ** 15 1 EA 36"X 40'DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTERS & 9,710.00 9,710.00 BACK UP RINGS WELDED TO EACH END AT THE FACTORY (FOR 95 FT -RUN) 16 1 EA 36"X 15'0"DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTER & 5,799.28 5,799.28 BACKUP RING WELDED TO EACH END ATTHE FACTORY (FOR THE 95 FT " RUN) 17 1 ' EA 36"DR17 IPS HDPE MITERED 45 DEG ELBOW FLG X FLG - WITH 36"FLG 5,765.11 5,765.11 ADAPTERS & DI BACK UP RINGS ON EACH END 18 1 EA 36"X 40'DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36" FLG ADAPTER & 9,710.00 9,710.00 BACK UP RING WELDED TO EACH END AT THE FACTORY (FOR THE 64 FT RUN) 19 1 EA 36"X 18'0"DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTERS & 6,348.25 6,348.25 BACK UP RINGS WELDED TO EACH END AT THE FACTORY (FOR 64'RUN)** TO - CONNECT TO UPHILL SIDE OF TRENCH PIPE ANCHOR ** 20 1 EA 36"X 24'0"DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTERS & BACK UP RINGS WELDED TO EACH END ATTHE FACTORY (FOR 70'RUN)** TO CONNECT TO THE DOWNHILL SIDE OF THE TRENCH PIPE ANCHOR ASSEMBLY ** 21 1 EA 36"X 40'DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTERS & BACK UP RINGS WELDED TO EACH END AT THE FACTORY (FOR 70 FT RUN) 22 8 EA 36"HOT DIPPED GALVANIZED STUD BOLT I(IT- INCLUDES: (32) 1-1/2"X. 2'0"HDG STUD BOLTS - (64) 1-1/2"HDG HEX NUTS & (64) 1-1/2"HDG FLAT WASHERS 23 8 EA 36"X 1/8"NEOPRENE FULL FACE GASKET Section Subtotal: 24 25 26 27 28 29 30 31 Bid No: Q319930 Page 5 of 7 7,261.80 _ 7,261.80 9,155.00 864.75 52.50 9,155.00 6,918.00 420.00 68,760.39 32 *** FT ***ADDER PER FT FOR OUTLET ON 36"DR17 IPS HDPE TEE TO GET TO THE CORRECT GRADE IF 50"IS NOT LONG ENOUGH ** 33 1 EA H6'HDPE IPS BLIND FLANGE 1"T HICK FOR ACCESS PORT 125.00 *** 1,020.00 1,020.00 TRENCH PIPE ANCHOR ASSEMBLY PER DETAIL (2) SHEET 6 NOTE:PLAN SHEET 4 NOTE (6) CALLS FOR TWO EACH OF THE TRENCH PIPE ANCHOR ASSEMBLY'S.PLAN SHEET 6 DETAIL (2) CALLS FOR A TRENCH PIPE ANCHOR ASSEMBLY AT STATION 1+14 & 1+76.THE PLAN VIEW SHOWS A 36" 45 DEG MITERED BEND AT STATION 1+14 NOT A TRENCH PIPE ANCHOR ASSEMBLY.THE CONTRACTOR WILL NEED TO CONFIRM IF (1) ASSEMBLY OR (2) ARE NEEDED.EACH ASSEMBLY WILL CONSIST OF (2) EACH 36"X 6'FLG X FLG PIPE SPOOLS THE BELOW WILL BE FOR (1) EACH COMPLETE ASSEMBLY.IF TWO ARE NEEDED THE CONTRACTOR WILL NEED TO BID ACCORDINGLY. 2 EA 36"X 6'0"DR17 IPS HDPE FLG X FLG PIPE SPOOL WITH 36"FLG ADAPTERS & 4,355.00 8,710.00 BACK UP RINGS WELDED TO EACH END AT THE FACTORY *** FOR TRENCH PIPE ANCHOR ASSEMBLY -(2) SPOOLS NEEDED FOR EACH ASSEMBLY ** 4 . EA 36"STYLE 494 HARNESS LUD FOR 1-1/2"HDG THREADED ROD 128.00 512.00 30 EA 1-1/2"X 2'0"HOT DIPPED GALVANIZED STUD BOLT ** 30 EA NEEDED FOR 24.80 744.00 TRENCH PIPE ANCHOR ASSEMBLY ** 2 EA 1-1/2"X 3'0"HOT DIPPED GALVANIZED STUD BOLT ** (2) EA NEEDED FOR 32.00 .64.00 TRENCH PIPE ANCHOR ASSEMBLY ** 64 EA 1-1/2"HOT DIPPED GALVANIZED HEX NUT 1.75 112.00 64 EA 1-1/2"HOT DIPPED GALVANIZED FLAT WASHER 1.00 64.00 1 EA 36"X 1/8"NEOPRENE FULL FACE GASKET 52.50 52.50 Section Subtotal: 1x,258.50 36"OUTFALL ACCESS PORT TEE ASSEMBLY NOTE:THIS TEE ASSEMBLY MUST BE APPROVED BY THE OWNER PRIOR TO ORDERING.THE CONTRACTOR WILL NEED TO CONFIRM THE HEIGHT OF THE OUTLET PRIOR TO ORDERING. 1 EA" 36"DR17 HDPE IPS FLG X FLG X FLG OUTFALL STRUCTURE ACCESS PORT TEE 10,404.30 10,404.30 WITH 36" FLG ADAPTERS & BACK UP RINGS WELDED TO EACH END AT THE FACTORY.- LENGTH 74",HEIGHT OF OUTLET 50" ** THE CONTRACTOR WILL NEED TO CONFIRM THE HEIGHT OF THE ACCESS PORT PRIOR TO ORDERING** 32 *** FT ***ADDER PER FT FOR OUTLET ON 36"DR17 IPS HDPE TEE TO GET TO THE CORRECT GRADE IF 50"IS NOT LONG ENOUGH ** 33 1 EA H6'HDPE IPS BLIND FLANGE 1"T HICK FOR ACCESS PORT 125.00 *** 1,020.00 1,020.00 P.O. Box 9066 Tacoma, WA 98490 A1302SON (253.) 474-0711 Bill TO: SCARSELLA BROS INC 27 2011 R.O. BOX 68697 SEATTLE, WA 981168-06tCAFiSMIA BROSINC. Customer No.: 4470 Invoice No.: 326041 Ship To: SCARSELLA BROS INC 8404 S. 196TH ST. KENT, WA 98032 I Date Ship Via F.O.B. --.--,Terms 07/25/17 BREM Origin Net 10th F Purchase Order Number Order Date Sales Person Our Order Number 864 07/25/17 Cris - 159989 buantity I ua Ite6 Number Description Ired Q�Shjppedj B4O. t Unit Price Amount FRequlr�, I 3 3 SETXP22 EPDXY TIE HI PERFORMANCE 47.4000 142.20 220Z 2 2 SBTIP EPDXY MIXING TUBE 4.0700 8.14 Invoice subtotal -7 150.34 Sales tax @ 10.10000% 15.18 Invoice total' 165.52 20% RESTOCK FEE. SALES UNDER $50 & SPECIAL ORDERS ARE FINAL. 0 F, -7 57- 0, 3. 3