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Home My WebLink About5843 I L Public Works and Utilities Administration - 100 Oyster Bay Ave N • Bremerton,WA 96312 « (360)473-5920 FAX(360)473-2330 December 19, 2019 I Liberty Mutual Insurance Company 1001 4t"Avenue, Suite 3700 Seattle, WA 98154 RE: Release of Retainage Bond # 023206933 American Construction Co., Inc. PW Project: # 5803 - Eastside Treatment Plant Outfall Replacement Project City Contract # 5843 Dear Liberty Mutual Insurance Company: American Construction Co., Inc. has completed all work on the Public Works project noted above. Please release the retainage bond # 023206933 issued by Liberty Mutual Insurance Company for $84,250.00 at your earliest convenience. Thank you for your prompt attention to this matter. Sincerely, Bill Davis Managing Engineer cc: American Construction Co., Inc. Angela Hoover, City Clerk Contract file '„ glLEASE OF RETAINAGE BOND OF CONTRACTOR r Bond No, 023206933 i LB UEN BY THESE PRESENTS: That we American Construction Co. Inc. ( t tW afier called Principal), and Liberty Mutual Insurance Company a corporation oahized and doing business under and by virtue of the laws of the state of Massachusen , :nd,duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or itnclerlaleings required and authorized by the State of Washington, (hereinafter called Surety), As Surety, are held firmly bound unto City of Bremerton , (hereinafter called Obligee) in the just and full sum of 1 i 1tt -four Thousand Two Hundred Fife And No/100THS $4 _� I plus S% of any increases an the contract amount that have occurred or may occur,due to change orders, increases in the quantities or the addition of any new item of work THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, Whereas, the said Principal on the day of— , entered into a written contract with the said obligee for Bastside Treatment Plant Outfall Replacement Project which said contract is hereby referred to and made a part hereof by reference, WHEREAS,Pursuant to Chapter 60.28 RCW, the above named Principal has requested release of retained percentage earned or which may be earned under said contract, and, WHEREAS,the obligee is willing to release retained percentage in advance of contract terms relating to payment provided the principal shall file bond to indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retai.nage to the principal, which bond shall be subject to all claims and liens in the same manner and same priority as apply to the retainage percentage released, or to be released, NOW,THEREFORE,the condition of this obligation is such that if the principal shall indemnify the obligee for all loss,cost or damages which the obligee may sustain by reason of payment of retained percentage to the principal then this obligation shall be null and void unless otherwise to remain in full force and effect. IN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and scaled this 15th day of June , 2018 American Construction Co.,Inc. By: Principal Kevin Culbert, President Liberty Mutual insurance Company By; Christopher Kinvon Attorney-hi-Fact THIS-POWER OF ATTORNEY IS NOT 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. i Certificate No. 8000428 f ' Liberty Mutual Insurance Company t ' The Ohio Casualty Insurance Company West American Insurance Company 'lllil POWER OF ATTORNEY ` i KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Stale 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 authority herein set forth.does hereby name,constitute and appoint, Heather L.Allen;James B.Binder;Brandon K.Bush;Peter J.Comfort;Carley Espiritu;Diane M.Harding;Brent E.Heilesen;Kyle J.Howell;Cynthia L. Ja ; on A.Kellner;Christopher Kinyon;Jamie L.Marques;Mary S.Norreli;Jon J.Oja;Annelies M.Richie;Karen C.Swanson;Julie R.Truitt;Eric f � A.�Alice immerman I all of the city of Tacoma state of WA each individually if there be more than one named,its true and lawful ate rneyin-WI.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 other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duty 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 1st day of February 2018 ��l r I,�b/iS A SIRi,r, v ,l•V'ty o r��,;rr, .,,,_•„ ,, The Ohio Casualty Insurance Company Liberty Mutual Insurance Company c r , ' West American Insurance Company C 2y - -David M.Carey.Assistant Secretary .s COUNTY OF MONTGOMERY C On this 1st day of February 2018,before we personally appeared David M.Carey.who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance V f. V fit Company. The Ohio Casualty Company and`Nest American Insurance Company,and that he, as such, being authorized so to do: execute the foregoing instrument for the purposes �N O? therein contained by signing on behalf of the corporations by himself as a duty authorized officer W t9 > IN WITNESS WHEREOF.I have hereunto subscribed my name and affixed my notarial seat at K ng of Prussia,Penrsyivaria,or)the day and year first above written. O O e5P PAS,, COMMONWEALTH OF PENNSYLVANIA � c�r c a o` d Q M , Nohra n w d rn F` 4 9f Y 9 .CIPi.3 P751@:la �10 dry 1 :IIC. By• -_ .—.. _ O.� C d vppp,wit -;on T vu s n gore ry co, .I; Teresa Pasteila,Notary Public C Expires March 2.:[r t M 'b�•.n7y3Y1V t hr l •, A t f a a EO M IC y 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 IA Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows C M m ARTICLE IV-OFFICERS-Section 12.Power ofAttorney Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O C C•4, to such firnilation as the Chairman or the President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act'n behalf of the Corporation to make,execute,seal, z% 1O C acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations Such attorneys-in-fact.subject to the limitabons set forth in their respective .6 E N powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such nstrutnents and to attach thereto the seal of the Corporation. When so R d C R 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 attorney-in-fact under > Othe provisions of this article may be revoked at any time by the Board,the Chairman:the President or by the officer or officers granung such power or authority. t ++04 ARTICLE XIII-Execution of Contracts-SECTION 5 Surely Bonds and Undertakings Any officer of the Company authorized for that purpose in writing by the chairman or the president, E CO F 4) and subject to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute. 6 N O s seal,acknowledge and deliver as ,,rely any and all undertakings,bonds,recognnzanres and other surety obligations. Such attorneys-ln-fact subject to the Iimitatfnns set forth in!heir 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 U o executed such instruments shall be as binding as if signed by the president and attested by the secretary. FO V 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 atlomays•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,bonds,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 by the Company in connection with surety bonds,shall W valid and binding upon the Company with the same force and effect as though manually affixed. 1, 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,We and correct copy of the Power of Attorney executed by said Companies,is in hill force and effect and has not been revoked A IN TESTIMONY WHEREOF.I have hereunto set my hand and affixed the seals of said Companies this day of tv\ _,20 .r�tv IDlS4 rN,llN ,i Vrl rh _ By: I z Renee ssfslantSecretary yf'Yr,•t�,A'`�i\ 9�4'L+„rr � ^4��Nr• 322 of 800 LMSt I287a 022D17 5T 1TA. 04 b 4. x 0 �y�1l3A9 N STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PO Box 44274 Olympia, Washington 98504-4274 December 16, 2019 r BREMERTON, CITY OF/PUBLIC WORKS 345 6TH STREET, STE 100 BREMERTON WA 98337 CERTIFICATE TO RELEASE L&I'S HOLD ON RETAINAGE The Washington State Department of Labor& Industries is granting approval to release our hold on the retained amount for EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT, Contract 5803, Affidavit 843734 to the following contractor: ( AMERICAN CONST CO INC 19900 313 007 761 i I We have determined that all workers' compensation premiums, increases, and penalties for this contractor have been paid in full or are readily collectible without recourse to the retained funds,per chapter 60.28 RCW. The contractor may still be liable for payment if we later determine they owe additional premiums related to this contract or other activities. Before final payment can be made to the contractor, you will also need to receive releases from the Departments of Revenue and Employment Security Department in addition to ensuring: • All liens against retainage have been satisfied • All Affidavit of'WagesPaid forms have been filed Thank you, Elsa McDonnell Contract Release Specialist (360)902-6558 MCDP235@LNI.WA.GOV cc: AMERICAN CONST CO INC 1501 TAYLOR WAY TACOMA WA 98421 Page 2 x8� �� uww .,,n� snnco/vvxsn|wcTow ��^~'. D�J _��__ _� �� _�_�� DEPARTMENT OF REVENUE 100 CITY CLERK August 7' 2019 C/O PROJECT ASSISTANT Letter |D: L001O10OO84 STE1O0 UB|: 313'007'7S1 345OTHST Account ID: 313-O07-781 8REK4ERTONVVA 98337'1891 Account Type: Excise Tax � Audit ID: A241182 Audit Period: 08/01/18 -O0/3O/1S We hereby certify that taxes, increases and penalties due or to become due from the contractor listed below under Chapter 180, Laws of 1935, as amended, with respect to the following publics works contract: AK4ER|CAN CONSTRUCTION CO.. INC. CITY OF BREMENTON PUBLIC WORKS EAGTS|OETREATMENT PLANT OUTFALL REPLACEMENT PROJECT REPL OF THE EAST SIDE TREATMENT PLANT STOFlK4VVATER OUTFALL ON THE EASTERN SHORELINE {}F THE PORT WASHING NARROWS has been paid in fu||, or is in the Department's opinion readily collectible without recourse tn the ntoto'o lien on the retained percentage. This certificate io issued pursuant to the provision of Chapter 80.28 Revised Code of Washington for the sole purpose of informing the atate, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor. / This certificate does not release said contractor from liability for additional tax that may be later determined to / ' be due with respect h) the above-mentioned contract or other activities. Dated August 7, 2019 at Olympia, Washington, State mfWashington Department nfRevenue _ 4:0/^~ / U Certifying Officer Public Works Audit Unit 0s0ULindemon Way 8VvTumwater.VVA885O1 o*o050 doreo.gov Phone(3O0)7O4-sOnO Fax(3OO)7O4'5047 1 Employment Security Department WASHINGTON STATE RECEIVED July 26, 2019 JUL 2 9 2019 L ENGINEERING DIVISION ESD# 000139133006 E UBI# 313007761000 AMERICAN CONST CO INC 345 6TH STREET STE 100 BREMERTON WA 98337 (t. BREMERTON, CITY OF/PUBLIC WORKS Employment Security Department hereby certifies those contributions, penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract: Description Eastside Treatment Plant Outfall Replacement Project Contract number 5803 ti The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50.24.130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60.28.040 for contributions,penalties and interest due from said contractor. 6' This certificate does not release said contractor from liability for additional contributions, penalties and interest which may be later detennined to be due with respect to the above mentioned contract. If we may be of further assistance,please call (360) 890-3499 or email publicworks@esd.wa.gov EMPLOYMENT SECURITY DEPARTMENT RECEIVED JUL 2 2 2019 ACCEPTANCE OF COMPENSATION & RELEASE OF ALEPCMA3MG DIVISION "EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT" Project No. 5803—City Contract No. 5843 AMERICAN CONSTRUCTION CO. INC. hereby indicates agreement with, and acceptance of, the final Progress Payment and total Contract Price of $1,783,059.61, including Washington State sales and/or use taxes, and the final Contract Time of 149 working days, as full and final compensation for all Work performed in connection with Contract Number No. 5843,and does hereby release the City of Bremerton from all claims, liability, demands damages and actions of an kind whatsoever, arisingfrom performance g Y of that Contract. AMERICAN CONSTRUCTION CO. INC. By: Date: 7/16/19 Title: Kevin Culbert, President Certificate of Notary STATE OF WASHINGTON ) ) ss. COUNTY OF KITSAP ) Signed and sworn to before me this 16th day of July 20i9 by Danny K. Dickey, Notary Public . -Notaq Seal Xhal Appear GVilhin This Box- s �ww« NOTARY PUBLIC, in and for the State of Washington,residing at Seattle My appointment expires 7/6/20 21 zz �/A �A\ I i I I July 8, 2019 American Construction Co., Inc. Attn: Ron Gowdy 1501 Taylor Way Tacoma WA 98421 Subject: Eastside Treatment Plant Outfall Replacement Project Final Acceptance Dear Mr.Gowdy: In order to completely close-out the ESTP Outfall Replacement project, please ensure that you have supplied final copies of approved "Affidavit of Prevailing Wages Paid" for your firm and for each firm that provided work and materials for the contract. In accordance with the definition of terms in the Contract Documents, the City acknowledges the following key dates: Notice of Award 06/06/2018 Notice to Proceed 07/10/2018 Substantial Completion 02/14/2019 y Final Acceptance 04/29/2019 1 have attached the Final Acceptance and Release of all claims document. Please execute this document and return it to: City of Bremerton, Engineering Attn: Linda Fulton 346 6t"St., Suite 100 Bremerton WA 98337 Sincerely, Ned Lever, P.E. Managing Engineer Cc: File 1907-01 I Public Works&Utilities 100 Oyster Bay Ave.N.,Bremerton,WA 98312*Phone (360)473-5920*Fax (360)473-2330 Working for and with our citizens to establish Bremerton as Puget Sound's most beautiful and livable waterfront city! 11%AF,*1tsap Sun RECEIVE® PART OF THE USA TODAY NETWORK MAY 13 2019 f ENGINEERING DIVISION i CITY OF BREMERTON EN 345 6 TH STREET STE 100 BREMERTON WA 98337- Account AD# Net Amount Tax Amount Total Amount Payment Method Payment Amount Amount Due 1240752 0003539227 $73.08 $0.00 $73.08 Invoice $0.00 $73.08 Sales Rep; sbohland Order Taker: sbohland Order Created 05/01/2019 Z ,.. Product #Ins Start Date End Date BKS-Kitsap Sun 1 05/06/2019 05/06/2019 BKS-kitsapsun.com 1 05/06/2019 05/06/2019 ALL TRANSACTIONS CONSIDERED PAID IN FULL UPON CLEARANCE OF FINANCIAL INSTITUTION Text of Ad: 05/01/2019 NOTICE OF COMPLETION Notice of Completion has been issued to American Construction Co., Inc. for City Contract No. 5843 for the Eastside Treatment Plant Outfall Replacement project. Any parties having a claim for material, labor or damages related to this Contract have forty five (45) days from the date of first publication of this no- tice to file a claim. City of Bremerton City Clerk 345 6th Street,#100 Bremerton, Washington 98337 May 6,2019 03539227) Initials Date °'„ , Kitsa Sun PART OF rWE OSA TODAY NETWORK PROOF OF PUBLICATION NOTICE OF COMPLETION Notice of Completion has f been issued to American Construction Co., Inc. for 843 CITY OF BREMERTON EN GINEERING the Contract Na, faro far bo L:aatsida '1"rxnatatartt 345 6 TH STREET STE 100 Plant Outfall Replacement project, Any parties having a Clain) for material, labor BREMERTON WA 9$337 or dannages related to this Contract luaus forty five (45) days frorn Out ditto of first publication of' this no- tice to file a claim. STATE OF WISCONSIN,COUNTY OF BROWN City of Br•ornortan City Clerk I,being first duly sworn on oath,deposes and says:That 1 346 6th Street,it100 am now,and at all times embraced in the publication Bremerton,p WashingtonJEt337 herein mentioned was the principal clerk of the printers and publishers of KITSAP SUN;that said newspaper has been May 6,2019 Clt36d922?) approved as a legal newspaper by the order of the Superior f Court of the County of Kitsap,in which County it is published and is now and has been for more than 6 months prior to the date of the publication hereinafter referred to,published in the English language continually as a daily newspaper in Bremerton, Kitsap County, Washington,a weekly newspaper in Kitsap County, Washington and is now and during all of the said time,was printed in an office maintained in the aforesaid place of publication of said newspaper;that the following is a true text of an advertisement as it was published in regular issues(and not in supplement form)of said newspaper on the following date(s),to wit:And on r May 6,2019 G such newspaper was regularly distributed to its subscribers during all of said period Subscribed and sworn to before on May 6,2019 Legal Jerk Notary, ate of WI, j rrty of Brow My commission expires � E4 Publication Cost $73.08 TTAAR Ad No 0003539227out.a Customer No: 1240752 OF VV\S PC z ❑X Original .�� Revised#0 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Date: 7-23-2019 Contractor's UBI Number: 313007761 Name&Mailing Address of Public Agency Department Use Only BREMERTON,CITY OF/PUBLIC WORKS Assigned to: 345 6th Street, Ste 100 Bremerton WA 98337 Date Assigned: UBI Number: 181002539 Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting Eastside Treatment Plant Outfall Replacement Project 5803 Yes X No Description of Work Done/Include Jobsite Address(es) Replacement of the East Side Treatment Plant Stormwater Outfall at 2475 Stephenson Avenue,Bremerton,WA on the eastern shoreline of the Port Washing Narrows. Federally funded transportation project? Yes X No (if yes,provide Contract Bond Statement below) Contractor's Name E-mail Address Affidavit ID* i AMERICAN CONST CO INC Linda.Fulton@ci.bremerton.wa.us 843734 E Contractor Address Telephone# 345 6th Street,Ste 100,Bremerton WA 98337 360-473-2323 x If Retainage is not withheld,please select one of the following and List Surety's Name&Bond Number. X Retainage Bond E::] Contract/Payment bond(valid for federally funded transportation projects) Name:Liberty Mutual Insurance Co Bond Number: 023206933 Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted 6-7-2018 10-22-2018 1-29-2019 4-29-2019 Were Subcontracters used on this project? If so,please complete Addendum A. X Yes No Affidavit ID*-No L&I release will be granted until all affidavits are listed. Contract Amount $1,635,834.51 Additions (+) $0.00 Liquidated Damages$0.00 Reductions (-) $0.00 Amount Disbursed$1,783,059.61 Sub-Total $1,635,834.51 Amount Retained$0.00 i Sales Tax Rate 9% (If various rates apply,please send a breakdown) Sales Tax Amount $147,225.10 TOTAL $1,783,059.61 TOTAL$1,783,059.61 NOTE: These two totals must be equal j Comments: Note: The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form:Please submit the completed form by email to all three agencies below. Contact Name: Linda Fulton Title: Project Assistant Email Address:Linda.Fulton(a,ci.bremerton.wa.us Phone Number: 360-473-2323 x Department of Revenue wnsA;eg�ati5sart[kpa xn�et Employment Security Pu bl io Urtorks Secti on Department tl 43,_,D,•704-5 n Labor & Industries Registration,Inquiry, _ Contract Release P�'lC :or:�'a.•;cti' ;s,Fgj 545-5-e3, optior n 4 Standards&CoQrdinatic CortractRel-�-_g-LNIMA.GX Unit 13�3,'•502-9453 pLbliv�s}rks �s.:�'a yot' REV 31 0020e (04/28/14) F215-038-000 04-2014 Addendum A: Please List all Subcontractors and Sub-tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L&1 release will be eranted until all affidavits are listed. Subcontractor's Name: UBI Number: (Required) Affidavit ID* GLOBAL DIVING AND SALVAGE INC 600346895 844020 PRECISION TRENCHLESS LLC 604191036 840703 Scarsella Bros., Inc. 578035242 856054 For tax assistance or to request this document in an alternate format,please call 1-800-647-7706. Teletype(TTY) users may use the Washington Relay Service by calling 711. REV 31 0020e Addendum(04/28/14) F215-038-000 04-2014 AGENDA BILL 5J CITY OF BREMERTON CITY COUNCIL SUBJECT: Contract Award to American Study Session Date: May 23, 2018 Construction Company, Inc. for the Eastside COUNCIL MEETING Date: June 6, 2018 Treatment Plant Outfall Replacement Project Department: Engineering Presenter: _ Tom Knuckey Phone: (360) 473-2376 SUMMARY: The work to be completed under this contract includes in -water work consisting of removal of existing 20 -inch cast iron pipe, cure -in -place -pipe (CIPP) lining for 60 feet of 20" cast-iron pipe, installation of 36 -inch reinforced concrete pipe, removal of an existing deep water diffuser, and installation of a 36 -inch single port diffuser valve. Work will include shoring, excavation and dewatering from a barge, implementing BMPs, and water quality monitoring. Bids were opened on May 16, 2018. There were five (5) bids submitted. There were two bid alternatives; (1) standard cofferdam construction which was the base bid, and (2) a contractor proposed alternative. The lowest, responsive, responsible bidder was American Construction Co., Inc. in the amount of $1,836,650 for both Bid Alternatives. Staff recommend award to American Construction Co., Inc. for Bid Alternative 1 (Base Bid) which includes sales tax. ATTACHMENTS: 1) Agreement; 2) Bid Tabulation; 3) Vicinity Map FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2018 Wastewater Capital budget at $1,600,000. A budget adjustment may be required for this project. STUDY SESSION AGENDA: ® Limited Presentation ❑ Full Presentation STUDY SESSION ACTION: ® Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the contract for the Eastside Treatment Plant Outfall Replacement Project to American Construction Co., Inc., in the amount of $1,836,650 for Bid Alternative 1 (which includes 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: 'd] Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01/02/2018 /� VOLUME 1 OF 2 - CONTRACT SPECIFICATIONS CITY OF BREMERTON EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT Pre -Bid Conference: April 26, 2018 @ 10:00 AM Eastside Treatment Plant 2457 Stephenson Avenue Bremerton, WA 98310 Bid Opening: May 9, 2018 @ 2:00 PM City Clerk's Office, City Hall 345 6th Street Bremerton, WA 98337 Contact Person: Ned Lever, P.E. Public Works & Utilities Engineering Division 3456 1h Street Bremerton, WA 98337 Tel: (360) 473-2398 E-mail: ned.lever@ci.bremerton.wa.us American Construction Co., INC. JUN 14 2018 SPB—KC _BL_PS_ RG_NA_DD _ This page intentionally left blank I J 11 i 1 1 r_ 11 1 Fl ACOREF CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 6/15/2018 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(les) must have ADDITIONAL INSURED provisions or 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 ABD Insurance & Financial Services 1201 Third Ave., Suite 800 Seattle, WA 98101 NCONTACT AME: Brenda MI ota PHONENo 206 788-8864 FAX No): 206 788-8989 E-MAIL ADDRESS: Brenda.Migota@theabdteam.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: National Union Fire Ins Co Pittsburgh PA 19445 INSURED American Construction Co., Inc. 1501 Taylor Way Tacoma WA 98421 INSURER B : Starr Indemnit & Liabili Com an 38318 INSURER C: Great American Insurance Company 16691 INSURER D: American Lon shore Mutual Association INSURER E: INSURER F: vTHIS 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER EFF MMIDDY/YYYYI _P_0_LICYEXP (MM/DDffYYYI LIMITS A `/ COMMERCIAL GENERAL LIABILITY 015919153 7/1/2018 7/1/2019 EACH OCCURRENCE $1,000,000 CLAIMS -MADE �/ OCCUR DA A E TO R N ED PREMISES Ea occurrence $50,000 MED EXP (Any one person) $ 5,000 ✓ Marine General Liability PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ✓ POLICY ❑ PRO- D LOC JECT PRODUCTS - COMP/OP AGG $1,000,000 Owners & Contractors $1,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ $ B �/ UMBRELLA LIAB �/ OCCUR ABD1105/18 7/1/2018 7/1/2019 EACH OCCURRENCE $14,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $ 14,000,000 DED RETENTION $ $ C WORKERS COMPENSATION WC098851404/State Act 7/1/2018 7/1/2019 OERH D AND EMPLOYERS' LIABILITY Y / N ALMA01008-04/USL&H 7/1/2018 7/1/2019 ✓ STATUTE E.L. EACH ACCIDENT $1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ NIA E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: City of Bremerton Eastside Treatment Plant Outfall. Certificate holder is included as additional insured in respects to General Liability and granted waiver of subrogation as required by written contract. Bumbershoot policy follows form. This insurance to be primary and non-contributory as required by written contract. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 42555188 1 ACC 118-19 MST I Brenda Migota 16/15/2018 9:29:18 AM (PDT) I Page 1 of 1 Client#: 111732 AMERCnN81 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) TYPE OF INSURANCE 6/18/2018 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 have ADDITIONAL INSURED provisions or 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCONTACT AME: Sharnel DI Vona Propel Insurance PH qNE A/C No Ext): 800 499-0933 A/c, No ; 866 577-1326 Tacoma Commercial Insurance E-MAILI Sharnel.divona@propelinsurance.com 1201 Pacific Ave, Suite 1000 MED EXP (Any one person) $ Tacoma, WA 98402 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:IndianHarborinsum— Company 36940 INSURED American Construction Co Inc INSURER B : West American Insurance Company 44393 INSURER C : 1501 Taylor Way PERSONAL & ADV INJURY $ Tacoma, WA 98421-4100 INSURER D: INSURER E: INSURER F: 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 ADDLSUBR A R SWVDUB POLICY NUMBER POLICY EFF FOLIC YYYY POLICY EXP FOLIC YYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE r7 OCCUR EACH OCCURRENCE $ PREMISES0 a occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: PRO - POLICY r7JECT LOC GENERAL AGGREGATE $ PRODUCTS -COMP/OP AGG $ $ OTHER: B AUTOMOBILE LIABILITY BAWS7888843 7/01/2018 07/01/2019 EDaccidentSINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY (Per person) $ X OWNED SCHEDULED AUTOS ONLY AUTOS HIRED ONLY X NON -OWNED AUTOS ONLY BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATIONPER AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N OFFICERIMEMBER EXCLUDED? N I A OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ Mandatory In If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below I A Contr Pollution & PECO04616503 7/01/2018 07/01/2019 $5,000,000 occ. Contr ProfI Liab $5,000,000 agg. $25,000 SIR ea loss DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) RE: City of Bremerton Eastside Treatment Plant Outfall City of Bremerton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn: Linda Fulton ACCORDANCE WITH THE POLICY PROVISIONS. 645 6th St., Suite 100 Bremerton, WA 98337 AUTHORIZED REPRESENTATIVE t ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3244376/M3244082 SXH00 I This page has been left blank intentionally. ENDORSEMENT #011 This endorsement, effective 12:01 a.m., July 1, 2017 forms a part of Policy No. PECO04616502 issued to AMERICAN CONSTRUCTION CO., INC. by Indian Harbor Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT — VICARIOUS LIABILITY — JOB SITE, TRANSPORTATION AND NON -OWNED DISPOSAL SITE This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTOR'S POLLUTION LEGAL LIABILITY POLICY Section II. Definitions, I. INSURED, is amended to include the following: With regard to coverage that may be afforded under Section I. Insurinq Agreements, Coverage B.1. — JOB SITE - Occurrence, Coverage B.4 — TRANSPORTATION and Coverage B.5 — NON -OWNED DISPOSAL SITE only, any person or organization, other than a CLIENT, as required by a written contract signed by the NAMED INSURED, but only for: 1. a POLLUTION CONDITION caused by CONTRACTING SERVICES; and 2. the vicarious liability of the person or organization that results from the performance of CONTRACTING SERVICES, provided that such written contract is signed by the NAMED INSURED prior to the commencement of the POLLUTION CONDITION. Section IV. Exclusions, K. Insured versus Insured does not apply to a CLAIM by any person or organization that qualifies as an INSURED under this endorsement. All other terms and conditions remain the same. PCPoc209i 1012 TERR 06/15/2017 © 2012 X.L. America, Inc. Page 1 of 1 © 2012 XL Insurance Company Limited. All Rights Reserved. May not be copied without permission. This page has been left blank intentionally. COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 1 EXTRA EXPENSE — BROADENED COVERAGE 10 GLASS REPAIR — WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 ' LOAN / LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE —ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 ' RENTAL REIMBURSEMENT g SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II — LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II — LIABILITY COVERAGE, paragraph A.I. —WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. ' e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or 1 (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: ' f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any "employee". ' g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II — LIABILITY COVERAGE, paragraph A.1. —WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS ' SECTION II — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic 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 actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II — LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the "bodily injury" results ' from the use of a covered "auto" you own or hire. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos":, a. You hire, rent or borrow; or 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 2 of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for "loss" in anyone "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto" that is hired, rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee". For the purposes of this provision, SECTION V — DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III — PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is disabled: a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For "medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight (GVW) of 10,001 — 20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE- ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of $50 per day and a maximum limit of $1,500 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" available for your use and operation cannot fill. e. If "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 under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE -BROADENED COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is $1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V — DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects" does not include tools, equipment, jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 13. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 4 of 7 ' Exclusion 4.c. and 4.d. do not aPP Y I to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from 1 the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by adding the following: ' The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance ' purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", I. Any amount representing taxes, j. Loan or lease termination fees; or t2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto" that incurred the loss. C. SECTION V— DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. ' 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 5 of 7 1 15. GLASS REPAIR - WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. s This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. SECTION IV — BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of "accident', claim, "suit" or "loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (1) How, when and where the "accident' or "loss" took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident' or "loss", our rights are waived also. 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV — BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V — DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V — DEFINTIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.— CANCELLATION condition applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancellation. ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 7 of 7 This page has been left blank intentionally. AMERCONS1 ACORDTM EVIDENCE OF PROPERTY INSURANCE AMOUNT OF INSURANCE DATE (MMIDD/YYYY) Builders Risk Including Earthquake & Flood $1,836,650 $2,500 06/21/2018 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. AGEN YPAINExt HONE 253 759-2200 C o COMPANY Propel Insurance Continental Casualty Company Tacoma Commercial Insurance 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 FA X g66 577.1325 E-MAIL AIC No : ADDRESS: CODE: SUB CODE: AGENCY 111732 UST MER ID #: INSURED American Construction Co Inc LOAN NUMBER POLICY NUMBER City of Bremerton BINDER1276550 And/Or Subcontractors of Every Tier EFFECTIVE DATE EXPIRATION DATE 1501 Taylor Way 09/15/18 03/15/19 CONTINUED UNTIL TERMINATED IF CHECKED Tacoma, WA 98421-4100 THIS REPLACES PRIOR EVIDENCE DATED: ROPERTY INFORMATION LOCATION/DESCRIPTION Eastside Treatment Plant Outfall Replacement Project See Remarks THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE 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. VVMKAVG INruKMA I wN COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Including Earthquake & Flood $1,836,650 $2,500 Earthquake Deductible - $50,000 345 6th Street, Suite 600 Bremerton, WA 98337 Flood Deductible - $25,000 Water Damage other than flood deductible $25,000 AUTHORIZED REPRESENTATIVE (a) Westside Wastewater Treatment Plant (West Plant), 1600 Oyster Bay Road, Bremerton, WA 98312 (b) Eastside Wastewater Treatment Plant (East Plant), 2475 Stephenson Avenue, Bremerton, WA 98310 Type of Treatment (a) West Plant: Activated Sludge - Secondary Treatment System (b) East Plant: High Rate Clarification (HRC) Combined Sewage Treatment System. (See Attached Remarks) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIANAI INTFRFf2T NAME AND ADDRESS City of Bremerton MORTGAGEE ADDITIONAL INSURED 345 6th Street, Suite 600 Bremerton, WA 98337 PAYEE LOAN # AUTHORIZED REPRESENTATIVE rI aa -1 i W 1993-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CXS00 rADDENDUM NO. 1 ITO THE CONTRACT DOCUMENTS IFOR ' EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT ' FOR CITY OF BREMERTON THIS ADDENDUM IS HEREBY MADE A PART OF THE CONTRACT DOCUMENTS TO THE SAME EXTENT AS THOUGH IT WERE ORIGINALLY INCLUDED THEREIN. BIDDERS MUST ACKNOWLEDGE RECEIPT OF ALL ADDENDA ON THE BID PROPOSAL FORM. BID PROPOSALS THAT FAIL TO ACKNOWLEDGE ALL ADDENDA MAY BE CONSIDERED IRREGULAR AND MAY BE REJECTED. THE DATE AND TIME OF THE BID OPENING HAVE BEEN CHANGED. THE NEW BID OPENING SHALL BE 2:OOPM ON WEDNESDAY, MAY 16TH. THE LOCATION SHALL REMAIN THE SAME, IN THE OFFICE OF THE CITY CLERK AT 3456 TH STREET, BREMERTON, WASHINGTON 98337. ISSUED THIS 4TH DAY OF MAY, 2018. -5-- of - Zot �5 MURRAYSMITH , INC. 1145 Broadway, Suite 1010 Tacoma, WA 98204 (253) 627-1520 rPROJECT No. 16-1912 Addendum No. 1 Page 1 of 4 Addendum No. 1 consists of the following fifteen (15) items: SPECIFICATIONS ITEM NO. 1— Section 00116 — NOTICE INVITING BIDS • Section 00116 is REVISED and attached to this addendum. Changes include: bid opening date and description of work. ' — Section 00211— BIDDER'S CHECKLIST ITEM N0.2 Sect o • Section 00211 is REVISED and attached to this addendum. Changes include: list of bid documents required. ITEM NO.3 — Section 00213 — INSTRUCTION TO BIDDERS • Section 00213 is REVISED and attached to this addendum. Changes include: the replacement of Award of Contract, the addition of Bidding and Award, and the addition of Deductive Alternate Approach Narrative. ITEM NO.4 — Section 00410 — BID FORMS • Section 00410 is REVISED and attached to this addendum. Changes include: the Bid Schedule and List of Subcontractors. Certification by Proposed Contractor Regarding Equal Employment form was added to this Section. ITEM NO.5 — Section 00521— AGREEMENT ' • REPLACE section in full, attached to this addendum. Changes include: o Article 4 — Contract Price ITEM NO. 6 — Section 01010 — SUMMARY OF WORK • Section 01010 is REVISED and attached to this addendum. Changes include: description of work associated with Bid Alternative 1 and description of work associated with Bid Alternative 2. Addendum No. 1 PROJECT No. 16-1912 Page 2 of 4 ITEM NO. 7 — Section 01025 — MEASUREMENT AND PAYMENT • Section 01025 is REVISED and attached to this addendum. Changes include: modification of bid item descriptions and addition of deductive alternate bid item. ITEM NO.8 — Section 01140 — CONSTRUCTION AND SCHEDULE CONSTRAINTS • ADD paragraph 1.5.0 as the following: "Barges shall not be allowed to ground." • REPLACE the first sentence of Paragraph 1.6.A with the following: "Below is an anticipated sequence of work approach with shoring, as described in Section 02160 and the documents contained in Appendix C. Alternative approaches will be considered per Section 00213 — Instructions to Bidders." ITEM NO.9 — Section 01354 — ENVIRONMENTAL PROTECTION • Section 01354 is REVISED and attached to this addendum. Changes include: incorporation of potential changes to alternative construction and water quality approaches. ITEM NO. 10 — Section 02160 — EXCAVATION SHORING SYSTEMS • ADD the following to the end of Paragraph 1.4.G: "However, Contractor is encouraged to propose alternative methods of complying with the water quality limitations, which would be reflected in the Deductive Alternate Approach Narrative." ITEM NO. 11— Section 13218 — CURED -IN-PLACE PIPE (CIPP) REHABILITATION • ADD the following to the end of Paragraph 1.1 — The CIPP work should be scheduled during dry weather, including dry antecedent weather. There will be no inflow to the manhole at Sta 0+20. • ADD the following as Paragraph 1.4, "Potential CIPP Contractors: The following CIPP contractors have performed successful installations for the City: Michels Corporation, Insituform, Columbia Pumping and Construction. A copy of the Notice Inviting Bids has been sent to each of these contractors. Other contractors may also be capable of delivering this work in accordance with the Contract Documents." Addendum No. 1 PROJECT No. 16-1912 Page 3 of 4 ITEM NO. 12 — Appendix C - PERMITS • ADD Nationwide Permit (NWP) 7, Outfall Structures and Associated Intake Structures, is attached to this addendum. The NWP 7 consists of a three (3) page letter from the U.S. Army Corps of Engineers dated on April 2, 2018. Also attached is a Water Quality Letter from the State of Washington Department of Ecology consisting of a one (1) page letter determining the requirements are met for Water Quality Certification (401 Certification) and Coastal Zone Management Act Consistency under NWT #7. DRAWINGS ITEM NO. 13 — Drawings — SHEET C-2 • REPLACE the callout for the elastomeric diffuser valve to read: ` ELASTOMERIC DIFFUSER VALVE WITH 15° VERT BEND, SERIES 35-1D OR APPVD EQUAL, SEE SHT C-4". The Series 35 valve contains a flanged connection as shown on the drawings. ITEM NO. 14 — Drawings — SHEET C -2/C -3/C-4 • All reference to couplings shall include 316 SST fasteners. ITEM NO. 15 — Drawings — SHEET C-4 • Sheet C-4 is REVISED and attached to this addendum. SUPPLEMENTAL INFORMATION Supplemental Questions/Info: 1. Video inspections performed on the existing outfall will be made available upon request by the Contractor. Please contact Hillary.Greenkmurraysmith.us to receive access to the videos. END OF ADDENDUM NO. 1 Addendum No. 1 PROJECT No. 16-1912 Page 4 of 4 CITY OF BREMERTON, WASHINGTON NOTICE INVITING BIDS SECTION 00116 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. PST as shown on the wall clock inside the City Clerk's office on May -91294$ _ for the Eastside Treatment Plant Outfall Replacement Project. 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 May 9, 2019 in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337. DESCRIPTION OF WORK: IR water WG* GGR6!6tiRg 9f FeFReval Of 8X*6tiRg 20 mpr-,h , COMPLETION OF WORK: The Work must be completed within the in -water work window, which runs from August 1, 2018 to February 15, 2019, and shall be completed within 180 calendar days of the Notice to Proceed. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website. Go to http://www.e-arc.com/wa/seattle, then click on the link "Enter Public Planroom". Scroll down or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions in Seattle, WA. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at (206) 622-6000; FAX (206) 622-6712; E-mail: seattle.bid.services(a)-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: Eastside Treatment Plant Outfall Replacement Project. 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT NOTICE INVITING BIDS APRIL 2018 PAGE 00116-1 contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. PRE-BID CONFERENCE: A pre-bid conference and site walk-through 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 Thursday, April 26, 2018 at 10:00 a.m. The address is 2457 Stephenson Avenue, Bremerton, WA. From there, the group will walk down to the project site. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/fax: William Davis Telephone: (360) 473-2312 E-mail: william.davis@ci.bremerton.wa.us Communication by mail: Department of Public Works and Utilities ATTN: William Davis, P.E. 345 6' Street Bremerton, WA 98337 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT NOTICE INVITING BIDS APRIL 2018 PAGE 00116-2 BIDDER'S CHECKLIST SECTION 00211 BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, not later than the designated bid closing date and time unless noted otherwise. Bids that do not include all of the required forms, properly completed, may be declared unresponsive. The bid forms are in Section 00410. a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid Schedule 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 l e s s than 5% (five percent) of the total amount ofthe base bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (This information must be submitted within 1 hours of the bid opening.) f. List of PFepesed Substitutes Opei ded but not used) g. Information Required of Bidder h. Project References and General Information (This information must be submitted within 24 hours of the bid opening.) i. Non -Collusion Affidavit (The form is to be completed and signed by the contractor and notarized.) j. Certification by Proposed Contractor Regarding Equal Employment k. Certification Regarding Suspension, Debarment, Ineligibility of Voluntary Exclusion I. Certification of Non -segregated Facilities m. Certification of Compliance with Wage Payment Statutes DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BIDDER'S CHECKLIST 1 APRIL 2018 00211-1 The following forms are to be executed after the contract is awarded. These forms must be filled out and submitted within fourteen (14) calendar days after the date of Notice of Award of contract. - Agreement - Agreement Certificate - Performance Bond - Payment Bond - Insurance Certificate DOCUMENTS TO BE EXECUTED DURING THE CONTRACT The following forms are to be executed after notice to proceed. - Statement of Intent to Pay Prevailing Wages This is a form from Dept. of Labor and Industries. Submit prior to first payment request. - Certificate of Debarment for subcontractors DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT The following forms shall be executed prior to final payment. 1. AFFIDAVIT OF WAGES PAID - This is a form from Dept. of Labor and Industries 2. ACCEPTANCE OF COMPENSATION AND RELEASE OF ALL CLAIMS - This form is in Appendix A of the contract END OF SECTION EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BIDDER'S CHECKLIST APRIL 2018 00211-2 INSTRUCTIONS TO BIDDERS SECTION 00213 1. DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting Bids which are defined in the General Conditions have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid directly to OWNER, as distinct from a sub -bidder, who submits a Bid to a Bidder. The term OWNER is defined as the City of Bremerton, located at 345 6th St., Bremerton, WA 98337. 2. LOCAL BUSINESS LICENSE. The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. 3. INTERPRETATIONS AND ADDENDA. 3.1 All questions about the meaning or intent of the Contract Documents are to be directed to the ENGINEER, defined in GC -1.01 A. Additions, deletions, or revisions to the Contract Documents considered necessary by the ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the ENGINEER or OWNER as having received the Contract Documents. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 3.2 Addenda may also be issued to make other additions, deletions, or revisions to the Contract Documents. 3.3 Bidders shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE. 4.1 It is the responsibility of each Bidder before submitting the Bid: A. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including "technical" data referred to below); B. To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; C. To consider federal, state, and local Laws and Regulations. D. To study and carefully correlate the Bidder's observations with the Contract Documents; and E. To notify the ENGINEER of all conflicts, errors, ambiguities, or discrepancies in or between the Contract Documents and such other related data. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-1 F. When conflicts, errors, ambiguities, or discrepancies are discovered in or between Contract Documents and/or other related documents, and when said conflicts, etc. have not been resolved through the interpretations by ENGINEER as described in Paragraph 3 above, BIDDER shall include in the Bid the greater quantity of WORK or compliance with the more stringent requirement resulting in a greater cost. Such greater cost shall be included in the BID. 4.2 Reference is made to the Supplementary Conditions for identification of: A. Those drawings of physical conditions in or relating to existing surface and subsurface conditions (except Underground Utilities) which are at or contiguous to the site have been utilized by the ENGINEER in the preparation of the Contract Documents. The Bidder may rely upon the accuracy of the technical data contained in such drawings, however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with nontechnical data, interpretations, and opinions contained in such drawings or the completeness thereof is the responsibility of the Bidder. 4.3 Copies of reports and drawings referred to in Paragraph 4.2 will be made available by the OWNER for review at the office of the OWNER by any Bidder on request, if said reports and drawings are not bound herein. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which the Bidder is entitled to rely, as provided in SC -4.02.0 of the Supplementary Conditions, are incorporated herein by reference. 4.4 Information and data reflected in the Contract Documents with respect to Underground Utilities at or contiguous to the site is based upon information and data furnished to the OWNER and the ENGINEER by the owners of such Underground Utilities or others, and the OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions or Section 01 50 10 - Protection of Existing Facilities. 4.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Utilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions, and Supplementary Conditions. 4.6 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the WORK and which the Bidder deems necessary to determine its Bid for performing the WORK in accordance with the time, price, and other terms and conditions of the Contract Documents. 4.7 On request a minimum of 2 days in advance, the OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. WORK conducted on weekends shall be coordinated during regular business hours of the previous week. Location of any excavation or boring shall be subject to prior approval of OWNER and applicable agencies. Bidder shall fill all holes, restore all pavement to match existing structural section, and shall clean up and restore the site to its former condition upon completion of such explorations. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-2 4.8 The lands upon which the WORK is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the WORK are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the OWNER unless otherwise provided in the Contract Documents. 4.9 The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Paragraph 4 and the following: A. That the Bid is premised upon performing the WORK required by the Contract Documents without exception and such means, methods, techniques, sequences, or procedures of construction (if any) as may be required by the Contract Documents; B. That Bidder has given the ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies in the Contract Documents and the written resolution thereof by the ENGINEER is acceptable to the Bidder; and C. That the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. 5. BID FORMS. The Bid shall be submitted on the Bid Forms in Section 00 41 00 bound herein. All blanks on the Bid Forms shall be completed in ink. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "BID for Eastside Treatment Plant Outfall Replacement Project", the name of the OWNER, the address where bids are to be delivered or mailed to, and the date and hour of opening of Bids. 6. CERTIFICATES. 6.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. 6.2 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature. 6.3 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 6.4 Bids by limited liability companies must be executed in the limited liability company 1 name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS 1 APRIL 2018 00213-3 7. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the OWNER believes that any Bidder is interested in more than one Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If the OWNER believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the WORK. 8. QUANTITIES OF WORK. Paragraph not used. 9. SUBSTITUTE OR "OR EQUAL" ITEMS. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a particular Supplier and the name is followed by the words "or equal", the Bidder may write the name of a substitute Supplier (which the Bidder considers as an "or equal") in the Bid form titled List of Proposed Substitutes. These substitute Suppliers will only be considered after award of the Contract. The procedure for the submittal of substitute or "or equal" products is specified in Section 01600 - Products, Materials, Equipment, and Substitutions. The Bidder shall not be relieved of any obligations of the Contract Documents or be entitled to an adjustment in the Contract Price in the event any proposed substitute manufacturer is not subsequently approved. 10. COMPETENCY OF BIDDERS. In selecting the lowest responsive, responsible Bidder, consideration will also be given to the general competency of the Bidder for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" in the bid Forms. 11. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time and at the proper place. 12. BID SECURITY, BONDS, AND INSURANCE. Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the OWNER and shall be given as a guarantee that the Bidder, if awarded the WORK, will enter into an Agreement with the OWNER, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of said bonds to be in the amount stated in the Supplementary Conditions. In case of refusal or failure to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the OWNER as liquidated damages. The parties recognize that actual damages will be very difficult to determine and that the amount of the bid bond, is a fair and reasonable estimate of damages if the Agreement is not executed. If the Bidder elects to furnish a Bid Bond as its Bid security, the Bidder shall use the Bid Bond form bound herein. 13. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non-responsive and may cause its rejection. In the event there are unit price Bid items in a Bidding schedule and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by said correction. In the event there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the total for the EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-4 Schedule will be corrected accordingly, and the BIDDER shall be bound by said correction. 14. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineations, alterations, or erasures in the printed text. Alternative Bids will not be considered unless called for. Oral, telegraphic, or telephonic Bids or modifications will not be considered. 15. WITHDRAWAL OF BID. The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of Bids prior to the scheduled closing time for receipt of Bids. 1 16. MILIEU '-u wifh the-reqairerneetS of theC;enzraGt DGGUmeets-. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid Items in an individual Bid Schedule. 17. RETURN OF BID SECURITY. Within 14 days after award of the contract, the OWNER will, if requested, return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-5 ti has been finally executed. They will then be returned, if requested, to the respective Bidders whose Bids they accompany. 18. EXECUTION OF AGREEMENT. The Bidder to whom award is made shall execute a written Agreement with the OWNER on the form of agreement provided reflecting by incorporation the additions, deletions, or revisions agreed upon, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 14 calendar days after receipt of the agreement forms from the OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities shall be likewise forfeited to the OWNER. 19. LIQUIDATED DAMAGES. The Agreement contains a provision for Liquidated Damages. Please carefully read the Agreement and all other Contract Documents before submitting a bid. 20. SALES TAX. A. Washington State Department of Revenue (DOR) Rule 170 applies to this contract. Contact DOR for additional information regarding application of Rule 170. B. All other federal, state, and local sales, use or other taxes as required by federal, state, or local laws shall be included in the various unit bid item prices or other contract amounts. END OF INSTRUCTIONS TO BIDDERS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-6 BID FORMS SECTION 00410 BID TO: CITY OF BREMERTON (WASHINGTON) PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION 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 "EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT." 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. 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): Number Date Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. 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: Bidder: By. Title: (Signature) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-1 STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , 2018, the following resolution was duly passed and adopted: (SEAL) held on "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Bid dated , 2018, 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 , day of 2018. Secretary EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-2 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 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Bid dated , 2018, 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 2018. Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-3 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 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Bid dated , 2018, 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 JointVenture." 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 2018. Managing Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-4 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 , 2018, 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 2018, 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 2018. A Limited Liability Company By: By: (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT APRIL 2018 Member Member BID FORMS 00410-5 Following is the Bid Schedule for construction of the EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT in accordance with the Contract Documents. The Bid Schedule must be completed by the Bidder by filling in each blank. The cost item shall be in dollars and cents, using numerals only. Failure to do so will render the bid non-responsive and will cause its rejection. NOTE ON SALES TAX: Washington State Department of Revenue Rule 170 applies to this project. Bids will be evaluated e^ the hasils of the TOT A' 113IP1 DDICE IniSeCtlpn 00213. ITEM DESCRIPTION UNIT PRICE TOTAL PRICE ($} No. BASE BID ITEMS 1 CURED -IN-PLACE PIPE REHABILITATION: Labor, materials, and L.S. $ equipment required to line the 20 -inch cast iron pipe. 2 SHORING AND TRENCH EXCAVATION SAFETY: Labor, equipment, materials, planning and design required to construct, utilize, and remove shoring per the existing L.S. $ governing regulations and in accordance with the Contract Documents. 3 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT: Labor, materials, and equipment required to complete the Eastside L.S. $ Treatment Plant Outfall Replacement Project. 4 FORCE ACCOUNT: Any additional work directed by the City that L.S. $150,000 is not required by the original contract. 5 SUBTOTAL BASE BID PRICE (SUM OF ITEMS 1 THROUGH 4j L.S. $ EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-6 ITEM BID ALTERNATIVE 1 (BASE BID) TOTAL PRICE ($) 8 SUBTOTAL BASE BID PRICE (Item 5) $ 9 ESTIMATED SALES TAX (9.0%) $ TOTAL FOR BID ALTERNATIVE 1(ITEM 8 PLUS 91 $ ITEM BID ALTERNATIVE 2 No. (BASE BID MINUS DEDUCTIVE ALTERNATE BID ITEMI TOTAL PRICE ($} 10 SUBTOTAL BASE BID PRICE (Item 5) $ 11 SUBTOTAL DEDUCTIVE ALTERNATE BID ITEM (Item 7) $ 12 SUBTOTAL BASE BID MINUS DEDUCTIVE ALTERNATE BID ITEM (Item 5 minus $ Item 7) 13 ESTIMATED SALES TAX (9.0%) $ EASTSIDE TREATMENT PLANT OUTFALL'REPLACEMENT BID FORMS APRIL 2018 00410-7 KNOW ALL MEN BY THESE PRESENTS, That held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of as Principal, and as Surety, are dollars, (not less than 5 percent of the total amount of the Base 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT. 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 5 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashier's 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 extension 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 brought 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 reasonable attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this day of 1 2018 (Principal) I By: (SEAL) (SEAL) (Surety) By: (Signature) (Signature) (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Address of Surety to which all notices shall be sent 1 Address for Service of Process (must be a physical address) I EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-8 The Bidder shall provide the following information 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 Bidder agrees to submit the list of Subcontractors as part of the Bid or within one hour of the Bid. 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. The Bidder's attention is directed to the provisions of Supplementary GenditiORS Standard General Condons 6.06.A which stipulates the percent of the WORK to be performed with the Bidder's own forces::; Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection. Attach additional sheets if required. In accordance with RCW 39.30.060, the Contractor shall furnish the names of the subcontractors with whom the bidder, if awarded the contract, will subcontract for performance of the work of: HVAC (heating, ventilation, and air conditioning); plumbing as described in chapter 18.106 RCW; and electrical as described in chapter 19.28 RCW, or to name itself for the work. The prime contract bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the prime contract bidder must indicate which subcontractor will be used for which alternate. Failure of the prime contract bidder to submit as part of the bid, or within one hour after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the prime contract bidder's bid nonresponsive and, therefore, void. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-9 The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items may cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Contractor Name _ Primary Classification: Address Telephone: _ Fax number: E-mail address: Name and contact information for proposed ProjectManager: Employer's identification number (employer SSN, not personal SSN): Employment Security Department number Washington Industrial Insurance number Washington State Excise Tax Registration number Washington State Contractor's Registration number/expiration date_ City of Bremerton Business License number If not available, must be obtained prior to starting construction Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-10 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. ATTACH TO THIS BID, or provide within 24 hours of the Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to the EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT in nature, value, and complexity of work. The projects must have been completed under the bidder's name as the prime (general) contractor within the last ten (10) years. The list shall include the following information as a minimum: jE Names, address, and telephone number of owner. ■ Name of project. ■ 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. • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-11 STATE OF ) ss. COUNTY OF ) , 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, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed: Subscribed and sworn to before me this day of 2018 Notary Public in and forthe County of State of (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-12 CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY 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 Address: Internal Revenue Service Employer Identification No. a. Contractor has participated in ap revious contract Yes No or subcontract subject to the Equal Opportunity Clause. Ib. Compliance reports were required to be filed in Yes No connection with such contract/subcontract. c. Contractor has filed all compliance reports required by Yes 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. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (please type or print clearly) Signature i 1 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT APRIL 2018 Date BID FORMS 00410-13 1. The CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. 2. The CONTRACTOR shall provide immediate written notice to the Department if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 3. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department for assistance in obtaining a copy of those regulations. 4. The CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction. 5. The CONTRACTOR further agrees by signing this agreement, that it will include this clause titled "Certification Regarding Suspension, Debarment, Ineligibility Or Voluntary Exclusion" without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 6. Pursuant to 2CFR180.330, the CONTRACTOR is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. 7. CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. 8. CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier recipients or contractors, are not suspended or debarred, and will make this proof available to the Department upon request. RECIPIENT/CONTRACTOR must run a search in www.sam.gov and print a copy of completed searches to document proof of compliance. Signature IName and title of signer (please type) Date EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-14 (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. Signature Date Name and title of signer (please type) NOTE: THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH THE BID PROPOSAL EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-15 Certification of Compliance with Wage Payment Statutes The undersigned bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, that the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. "I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct." Signature: Date: Print Name and Title: Location or Place executed: (City, State) Check One: Individual ❑ Partnership ❑ Joint Venture ❑ Corporation ❑ State of Incorporation, or if not a corporation, State where business entity was formed: If a co -partnership, give firm name under which business is transacted: * If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, proposal must be executed by a partner. END OF BID FORMS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-16 IAGREEMENT ISECTION 00521 THIS AGREEMENT is dated the day of by and between City of Bremerton (hereinafter called OWNER) and (hereinafter called CONTRACTOR). in the year 2018 OWNER 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 OWNER's Contract Documents entitled Eastside Treatment Plant Outfall Replacement Project. ARTICLE 2. CONTRACT TIMES. Substantial Completion for the entire WORK must be achieved not later than one hundred (180) calendar days from the date of Notice to Proceed. Final Completion and Acceptance of the Work must be achieved not later than thirty (30) calendar days after Substantial Completion. ARTICLE 3. LIQUIDATED DAMAGES. OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER 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 Article 12 of the General Conditions and Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) the CONTRACTOR shall pay the OWNER $1000 for each day that expires after the time specified in Article 2. ARTICLE 4. CONTRACT PRICE. QL16 in MITI Q - (Contractor Initials) ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-1 ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the WORK consist of this Agreement (Section 00521) and the following attachments to this Agreement: • Notice Inviting Bids (Section 00116). • Bidder's Checklist (Section 00211). • Instructions to Bidders (Section 00213). • Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (Section 00410). • Performance Bond (Section 00611). • Payment Bond (Section 00616). • General Conditions (Section 00721). • Supplementary Conditions (Section 00731). • Technical Specifications as listed in the Table of Contents, including appendices. • Drawings as listed in the List of Drawings. • Addenda numbers to , inclusive. • 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 amended by Change Order as provided in Paragraph 3.04 of the General Conditions. ARTICLE 7. WAIVER OF IMMUNITY. The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. The CONTRACTOR and OWNER acknowledge and agree to the requirements for indemnification in Section 00 73 13 SC -6.20. The provisions of this article shall survive the termination or expiration of this agreement. (Contractor Initials) ARTICLE 8. SUSPENSION OF WORK AND TERMINATION The Contractor agrees to the right of the OWNER to suspend work or terminate this agreement as indicated in Article 15 of Section 00721 (Standard General Conditions) and Section 00731 (Supplementary Conditions). EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-2 ARTICLE 9. 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 OWNER, 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 OWNER 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. OWNER 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, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER: City of Bremerton CONTRACTOR BY By [CORPORATE SEAL] Attest Attest Address for giving notices Address for giving notices License No. iApproved as to Form: Agent for service of process: (Signature) (Title) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-3 AGREEMENT CERTIFICATE (if Corporation) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existing under the laws of the State of , held on , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Agreement dated , 2018, 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 , day of , 2018. Secretary (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-4 AGREEMENT 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 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated 2018, 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 2018. Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-5 AGREEMENT 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 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated , 2018, 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 2018. Managing Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-6 AGREEMENT 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 , 2018, the following resolution was duly passed and adopted: (SEAL) "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated , 2018, 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 2018. A Limited Liability Company Bv: Member By; Member END OF AGREEMENT FORMS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-7 This page intentionally blank SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.1 The Requirement A. The Eastside Treatment Plant Outfall Replacement Project will upgrade the City's existing Eastside Wastewater Treatment Plant Outfall. This will include lining approximately 60 -feet of 20 -inch diameter cast iron pipe, replacing approximately 220 feet of the existing 20 -inch diameter outfall with 36 -inch reinforced concrete pipe, removing the existing diffuser section and replacing it with a 36 -inch single port diffuser valve. B. The WORK to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER. 1.2 Wofk G&vefed by Gentfaet Doeuments Bid) A. Bid Altrnatic 1 Description of Work includes all wcdt a dcscril�d in the Contract Documnts 1. Cured -in-place pipe (CIPP) lining 2. Removal of existing cast iron pipe 3. Installation of 36 -inch reinforced concrete pipe 4. Removal and disposal of the existing diffuser section 5. Water Quality Monitoring 6. Installation of 36 -inch single -port diffuser valve, with anchoring 7. Removal of abandoned storm pipe on beach 8. Site restoration and beach nourishment 9:' Shag and BMP as identified Appendix C Permits. 16-1912 Summary of Work 01010-1 V01161,181 MO. 011 11111111 3 Deductive 1.3 Contract Method A. The work will be considered and paid for by lump sum and tmit pfieiftg per Section 01025. 16-1912 Summary of Work 01010-2 1.4 Contractor Use of Site 1.5 A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices. Construction activities shall be contained within the limits shown in the Contract Drawings. The Contractor may not use private property unless permission is received in writing from the property owner. Owner Use of the Site A. The OWNER may utilize all or part of the existing Site facilities during the entire period of construction for the conduct of the OWNER's normal operations. The CONTRACTOR shall cooperate and coordinate with the OWNER to facilitate the OWNER's operations and to minimize interference with the CONTRACTOR's operations at the same time. In any event, the OWNER shall be allowed access to the Site during the period of construction. PART 2 PART 3 PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION 16-1912 Summary of Work 01010-3 This page intentionally blank ISECTION 01025 IMEASUREMENT AND PAYMENT PART1 GENERAL Measurement and Payment will be in accordance with the prices set forth in the proposal for individual work items. Where work is required but does not appear as a separate item in the proposal, the cost for that work shall be included and absorbed in the prices named in the proposal. CONTRACTOR shall make a careful assessment when preparing the bid. 1.1 Scope A. Payment for the various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Washington Division of Industrial Safety and Health Act (WISHA), and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid I Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. B. Washington State Department of Revenue Rule 170 applies to this project. For work performed in such cases, the Contractor shall include the retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the bid item prices, or in any other contract amount subject to Rule 170. Contact Washington State Department of Revenue Public Works Section by e-mail at pwc@dor.wa.gov or by phone at 360.725.7588 1.2 Cured -in -Place Pipe Rehabilitation (Bid Item 1) A. No rrasurement shall apply to the Ip sum bid item, Curd -in Pacepipe Rehabilitation. an installed linear- feet basis-. 1 16-1912 Measurement and Payment 01025-1 1.3 Shoring and Trench Excavation Safety System (Bid Item 2) A. No measurement shall apply to the lump sum bid item, Shoring and Trench Excavation Safety Systems. B. The lump sump price for Trench Excavation Safety Support Systems shall include complete compensation for all labor, equipment, materials, planning, design, engineering calculations, submittals, furnishing, constructing and removing of all trench boxes, temporary sheeting, shoring, bracing and ancillary systems required by governing regulations and in accordance with the Contract Documents. Partial payment for this bid item may be requested and will be based on an assessed percentage of the amount of subsurface excavation completed. 1.3 Eastside Treatment Plant Outfall Replacement (Bid Item 3) A. No measurement shall apply to the lump sum bid item, Eastside Treatment Plant Outfall Replacement. B. The lump sum price for Eastside Treatment Plant Outfall Replacement shall cover all elements of this project not included in other bid item categories. Payment will be made on a lump sum basis for the completion of all work to the Eastside Treatment Plant Outfall Replacement. Payment shall be full and complete compensation for all work shown in the drawings and other work required to provide complete and usable facilities including materials, equipment, and labor for construction. Payment shall also include the furnishing of all required record drawings and other documents, certifications, and reporting specified herein. The Contractor shall provide a schedule of values for all of the work which will include quantities and prices of items aggregating the lump sum bid price and will subdivide the work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of work. The schedule of values will serve as the basis for progress payments and 16-1912 Measurement and Payment 01025-2 IF 1.3 Shoring and Trench Excavation Safety System (Bid Item 2) A. No measurement shall apply to the lump sum bid item, Shoring and Trench Excavation Safety Systems. B. The lump sump price for Trench Excavation Safety Support Systems shall include complete compensation for all labor, equipment, materials, planning, design, engineering calculations, submittals, furnishing, constructing and removing of all trench boxes, temporary sheeting, shoring, bracing and ancillary systems required by governing regulations and in accordance with the Contract Documents. Partial payment for this bid item may be requested and will be based on an assessed percentage of the amount of subsurface excavation completed. 1.3 Eastside Treatment Plant Outfall Replacement (Bid Item 3) A. No measurement shall apply to the lump sum bid item, Eastside Treatment Plant Outfall Replacement. B. The lump sum price for Eastside Treatment Plant Outfall Replacement shall cover all elements of this project not included in other bid item categories. Payment will be made on a lump sum basis for the completion of all work to the Eastside Treatment Plant Outfall Replacement. Payment shall be full and complete compensation for all work shown in the drawings and other work required to provide complete and usable facilities including materials, equipment, and labor for construction. Payment shall also include the furnishing of all required record drawings and other documents, certifications, and reporting specified herein. The Contractor shall provide a schedule of values for all of the work which will include quantities and prices of items aggregating the lump sum bid price and will subdivide the work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of work. The schedule of values will serve as the basis for progress payments and 16-1912 Measurement and Payment 01025-2 will be incorporated into a form of Application for Payment acceptable to the Engineer. 1.4 Force Account (Bid Item 4) A. The Force Account bid item has been included for any additional work directed by the City that is not required by the original contract. The amount indicated in the proposal for this bid item is to provide a common bid amount. The actual amount paid under this bid item may vary from no payment to the full amount of the bid item. Work performed under this bid item will be initiated with a work directive issued by the City in accordance with General Conditions, Article 12. B. In lieu of the preceding prescribed method of determining payment for force account work, payment may be made at unit prices or lump sum prices agreed to by the City and the Contractor prior to beginning the Force Account work. C. Measurement for Force Account shall be based on a percentage basis or other method as agreed, based on the General Conditions, Article 12. D. Payment for Force Account shall be made at the lump sum or unit price which shall constitute full compensation for any additional work directed by the City that is not required by the original contract. See General Conditions, Article 12. 1.5 Deductive Alternate Bid Item (Bid Item 6) A. No measurement shall apply to the lump sum bid item, Deductive Alternate. B. The lump sum bid price for the Deductive Alternate bid item represents the cost -savings associated with the Deductive Alternate approach, which represents the Contractor's preferred construction method. This method may include a modified shoring approach and alternative water quality protection BMPs. C. If Bid Alternative 2 is selected, then the amount bid for the Deductive Alternate bid item shall be reflected in the approved Schedule of Values. 1 PART 2 PRODUCTS (Not Used) IPART 3 EXECUTION (Not Used) IEND OF SECTION 16-1912 Measurement and Payment 01025-3 This page intentionally blank SECTION 01354 ENVIRONMENTAL PROTECTION PART1 GENERAL 1.1 Description A. This section shall cover the work necessary for temporary erosion and sedimentation control during construction activities. B. The CONTRACTOR shall undertake environmental protection measures to ensure that spills, construction debris and sediment do not contaminate or damage the environment. C. The WORK shall also comply with all other applicable environmental regulations, including federal, state, and local requirements related to air quality, water quality, and hazardous material management. 1.2 Submittals A. Temporary Erosion and Sedimentation Control (TESC) Plan. B. Spill Prevention Control Plan. C. Water Quality Monitoring and Protection Plan 1.3 Quality Assurance A. Installations that do not conform to the requirements contained herein shall be removed from the project and replaced by the CONTRACTOR, and no additional payment will be allowed therefore. B. Water quality protection measures shall conform to the Water Quali Monitoring and Protection Plan, Appendix C, t - PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 16-1912 Environmental Protection 01354-1 3.1 General kip) 0 The CONTRACTOR shall meet all applicable requirements of the Contract Documents, as well as any permit requirements related to protection of the B. CONTRACTOR work methods shall be such as to minimize disturbances to the environment. Erosion control shall comply with the details as presented in the Contract Documents and Water Quality Monitoring and Protection Plan located in ADDendix C� '— Water Quality Protection Measures A. The CONTRACTOR shall comply with all permit conditions and general water quality protection measures, including project specific Best Management Practices (BMPs) and visual water quality monitoring �� f See Permits in Appendix C for the Water Quality Monitoring and Protection Plan. Timing Limitation A. The CONTRACTOR must complete all in -water work between August 1St to December 31' and January 1St to February 15th. Work in the dry below the ordinary high-water mark may begin on July 16' and must also end at the close of the work window above. Final permit dates govern and may supersede these dates. See Permits in Appendix C for final dates. 3.4 Vegetation Protection A. The CONTRACTOR shall place ecology blocks, spaced every 5 feet, along the edge of the vegetation bed (pickleweed) on the beach to protect it from construction impacts. A minimum two -foot buffer should be maintained between the vegetation and the ecology blocks. See Permits in Appendix C. 3.5 Fish Kill/Water Quality Problem Notification iA. 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 and the Washington Military Department Emergency 16-1912 Environmental Protection 01354-2 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. 3.6 Staging, Job Site Access and Equipment A. The CONTRACTOR shall establish staging areas in a location and manner that will prevent contaminants from entering the waters of the state. 3.7 Temporary Erosion and Sediment Control A. The CONTRACTOR shall submit a TESC plan for review by the OWNER. The plan shall indicate best management practices for ensuring the requirements of the Water Quality Monitoring and Protection Plan submitted to the Department of Ecology, see Permits in Appendix C. Items implemented for the TESC shall conform with City of Bremerton Erosion Control Standards (reference Bremerton Municipal Code Chapter 15.04.), WSDOT Standard Specifications (2012) 8-01, and WSDOE Stormwater Management Manual for Western Washington (2012). B. All contaminants from the project, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals or any other toxic or harmful materials, must be prevented from entering or leaching into waters. See Permits in Appendix C. C. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on-site erosion has passed. The CONTRACTOR shall be responsible for the design implementation, maintenance, replacement and additions to erosion/sedimentation control systems. D. Review of the erosion/sedimentation control plan by the OWNER does not remove any responsibility of the CONTRACTOR to protect all surface waters from silt and sediment from construction operations. E. Wasting of concrete trucks or on-site dumping of unused concrete is prohibited. 3.8 Spill Prevention Plan A. The CONTRACTOR shall prepare and submit, for review, a spill prevention/emergency response plan specific to the project needs. The plan shall as a minimum meet the requirements defined herein. All requirements of the State of Washington, Department of Ecology, Department of Fish and 116-1912 Environmental Protection 01354-3 Wildlife, OWNER, and any other agency having jurisdiction over the environment shall be met by the plan. adjaeent to the City'S FaW SUFfaee wateF intake. it is essential that spills B. Spill Prevention Plan - Minimum Requirements: 1. Train all employees working on the project in spill prevention and emergency response techniques. 2. Post the spill prevention plan and emergency response team at the project site. 3. All fuel storage shall be off site. Define fuel location and fueling method. 4. Storage of hazardous materials shall be off site. Define the location and security methods. 5. Provide for absorbent material stations to be located along the work at a minimum 500 -foot interval. 6. If refueling is proposed at any location on the project site, provide a total containment system for the fueling area: a. The containment system as a minimum shall include an impervious PVC type liner (with suitable earth cover and an earthen containment berm surrounding the site. b. The containment berm shall have a reinforced raised entrance ramp. C. Fencing of the containment area is recommended to reduce vandalism. d. Provide absorbent material at the refueling site in quantities suitable for spill cleanup. 7. Implement all erosion/sedimentation features and maintain throughout the duration of the project. 8. Use equipment which does not leak, repair or remove from the work any equipment which begins to leak. 16-1912 Environmental Protection 01354-4 9. Notify the emergency response team leader immediately in the event of a spill and contact all members of the response team. 10. Begin clean-up of spill immediately. C. Emergency Response Team: The CONTRACTOR shall include in the Spill Prevention Plan an Emergency Response Team List with the following minimum information: 1. Fire Department 911 2. Police Department - Kitsap County 911 3. Spill Reporting - 24 Hour Number 1-800-258-5990 Department of Ecology 4. Spill Prevention Coordinator - OWNER (City of Bremerton) Ned Lever 360-473-2398. 5. Spill Prevention Representative - CONTRACTOR To Be Named 6. Department of Fisheries - CONTRACTOR to determine Contact 3.9 Water Quality Monitoring and Protection Plan A. Reference requirements in Appendix C. END OF SECTION 16-1912 Environmental Protection 01354-5 I C This page intentionally blank Regulatory Branch Mr. Ned Lever City of Bremerton Public 3027 Olympus Drive Bremerton, Washington Dear Mr. Lever: DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-3755 APR 0 2 2018 Works and Utilities 98310 Reference: NWS -2017-980 City of Bremerton Public Works & Utilities (Outfall Replacement) We have reviewed your application to replace 223 feet of an existing 20 -inch cast iron outfall pipe and an existing diffuser by excavating no more than 1,720 cubic yards of material, and discharge up to 375 cubic yards in the Port Washington Narrows near Bremerton, Kitsap County Washington. Based on the information you provided to us, Nationwide Permit (NWP) 7, Outfall 51ructures and Associated Intake Structures (Federal Register January 6, 2017, Vol. 82, No. 4), authorizes your proposal as depicted on the enclosed drawings dated January 17, 2018. In order for this authorization to be valid, you must ensure the work is performed in accordance with the enclosed NWP 7, Terms and Conditions and the following special conditions: a. You must implement and abide by the Endangered Species Act (ESA) requirements and/or agreements set forth in the City of Bremerton Public Works and Utilities Outfall Pipe Replacement dated October 2017, in its entirety. The National Marine Fisheries Service (NMFS) provided the enclosed Letter of Concurrence (LOC) with a finding of "may affect, not likely to adversely affect" based on this document on February 2, 2018 (NMFS Reference Number WCR-2017-8534). The U.S. Fish and Wildlife Service (USFWS) provided the enclosed LOC with a finding of "may affect, not likely to adversely affect" based on this document on February 1, 2018 (USFWS Reference Number OIEWFWOO-2018-1-0376). Both agencies will be informed of this permit issuance. Failure to comply with the commitments made in this consultation constitutes non-compliance with the ESA and your U.S. Army Corps of Engineers permit. The USFWS/NMFS is the appropriate authority to determine compliance with ESA. b. In order to meet the requirements of the Endangered Species Act you may conduct the authorized activities from July 16 through February 15 in any year this permit is valid. You shall -2 - not conduct work authorized by this permit from February 16 through July 15 in any year this permit is valid. c. Incidents where any individuals of fish species, marine mammals and/or sea turtles listed by National Oceanic and Atmospheric Administration Fisheries (NOAA Fisheries) under the Endangered Species Act appear to be injured or killed as a result of discharges of dredged or fill material into waters of the U.S. or structures or work in navigable waters of the U.S. authorized by this Nationwide Permit verification shall be reported to NOAA Fisheries, Office of Protected Resources at (301) 713-1401 and the Regulatory Office of the Seattle District of the U.S. Army Corps of Engineers at (206) 764-3495. The finder should leave the animal alone, make note of any circumstances likely causing the death or injury, note the location and number of individuals involved and, if possible, take photographs. Adult animals should not be disturbed unless circumstances arise where they are obviously injured or killed by discharge exposure or some unnatural cause. The finder may be asked to carry out instructions provided by NOAA Fisheries to collect specimens or take other measures to ensure that evidence intrinsic to the specimen is preserved. We have reviewed your project pursuant to the requirements of the Endangered Species Act, the Magnuson -Stevens Fishery Conservation and Management Act and the National Historic Preservation Act. We have determined this project complies with the requirements of these laws provided you comply with all of the permit general and special conditions. We are unable to determine whether or not your project requires individual Water Quality Certification (WQC) and/or a Coastal Zone Management (CZM) consistency determination response from the Environmental Protection Agency (EPA). Before you may proceed with the work authorized by this NWP, you must contact EPA regarding these requirements at: Office of Environmental Review and Assessment, U.S. Environmental Protection Agency, Region 10, 1200 Sixth Avenue, OERA-140, Seattle, Washington 98101-3140; telephone: (206) 553-6384. The Port Washington Narrows is a water of the U.S. If you believe this is inaccurate, you may request a preliminary or approved jurisdictional determination (JD). If one is requested, please be aware that we may require the submittal of additional information to complete the JD and work authorized in this letter may not occur until the JD has been completed. Our verification of this NWP authorization is valid until March 18, 2022, unless the NWP is modified, reissued, or revoked prior to that date. If the authorized work has not been completed by that date and you have commenced or are under contract to commence this activity before March 18, 2022, you will have until March 18, 2023, to complete the activity under the enclosed terms and conditions of this NWP. Failure to comply with all terms and conditions of this NWP verification invalidates this authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act. You must also obtain all local, State, and other Federal permits that apply to this project. t if * -3- Upon completing the authorized work, you must fill out and return the enclosed Certificate of Compliance with Department of the Army permit. Thank you for your cooperation during the permitting process. We are interested in your experience with our Regulatory Program and encourage you to complete a customer service survey. These documents and information about our program are available on our website at www. nws. usace. army. mi 1, select "Regulatory Branch, Permit Information" and then "Contact Us." A copy of this letter with enclosures will be furnished to Ms. Caitlyn Cowan, Grette Associates LLC, 2102 30`h Street, Suite A, Tacoma, Washington 98403. If you have any questions, please contact me at kathryn.heard@usace.army.mil or (206) 764-6071. Sincerely, Katie Heard, Project Manager Regulatory Branch IEnclosures ADDENDUM NO. 2 TO THE CONTRACT DOCUMENTS FOR am THIS ADDENDUM IS HEREBY MADE A PART OF THE CONTRACT DOCUMENTS TO THE SAME EXTENT AS THOUGH IT WERE ORIGINALLY INCLUDED THEREIN, Val ISSUED THIS 10TH DAY OF MAY, 2015. s'-/0-zV/s MURRAYSMITH, INC. 1145 Broadway, Suite 1.010 Tacoma, WA 98204 (253) 627-1520 Addendum No, 2 PROJECT No. 16-1912 Page 1 of 2 II Addendum No. 2 consists of the following two (2) items: SPECIFICATIONS ITEM NO. 1— Section 02650 — REINFORCED CONCRETE PIPE • REPLACE the first sentence in Paragraph 2 • " agrap .2G with the following. Joints: The Joint design for concrete pipe shall be bell and spigot or tongue and grove. Embedded steel tabs for joining pipe segments together are shown on Sheet C-3. Contractor may propose alternate methods capable of drawing pipe joints together completely, which ' shall be verified by video inspection." ITEM NO.2 — Section 13218 — CURED -IN-PLACE PIPE (CIPP) REHABILITATION • Part 2, Section D, Paragraph 2, make the following changes: o DELETE the 2 d sentence o DELETE the 5th (last) sentence • Part 3, Section B, ADD the following paragraph to the `General' section: "5. The Contractor shall not dispose of any curing water/condensate into the Port Washington Narrows. All effluent shall be collected, treated, and disposed of off-site." END OF ADDENDUM NO.2 ' Addendum No. 2 PROJECT No. 16-1912 Page 2 of 2 CERTIFICATE OF ENGINEER The technical material and data contained in these Specifications for the Eastside Treatment Plant Outfall Replacement Project were prepared under the supervision and direction of the undersigned professional engineer licensed to practice as such, whose seal, is affixed below. 11 M. ;;I �� op WAS t 48632 ��i08�eQI3T6a$�` 17- zcqg� SSj�iVAL Brian Casey, P.E. Murraysmith, Inc. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT CERTIFICATE OF ENGINEER APRIL 2018 00105-1 F This page intentionally left Blank 1 1 1 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT CERTIFICATE OF ENGINEER APRIL 2018 00105-1 BREMERTON EASTSIDE TREATMENT PLANT OUTFALL PROJECT FOR CITY OF BREMERTON VOLUME 1 OF 2 TABLE OF CONTENTS SPECIFICATIONS DIVISION 0 — BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00105 Certificate of Engineer 00110 Table of Contents 00116 Notice Inviting Bids 00211 Bidder's Checklist 00213 Instruction to Bidders 00410 Bid Forms 00521 Agreement 00611 Performance Bond 00616 Payment Bond 00721 Standard General Conditions 00731 Supplementary Conditions (Attachment A: Prevailing Wage Rates for Kitsap County) (Attachment B: Benefit Code Key) DIVISION 1— GENERAL REQUIREMENTS 01010 Summary of Work 01025 Measurement and Payment 01140 Construction and Schedule Constraints 01297 Schedule of Values 01300 Contractor Submittals 01311 Project Meetings 01321 CPM Construction Schedule 01354 Environmental Protection 01505 Mobilization 01570 Construction Facilities and Controls 01600 Products, Materials, Equipment and Substitutions 01651 Pipeline Inspection 01700 Project Closeout DIVISION 2 — SITE WORK 02060 Existing Pipe Removal 02160 Excavation Shoring Systems 02222 Excavating, Backfilling and Compacting for Utilities EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT TABLE OF CONTENTS APRIL 2018 00110-1 02470 Helical Marine Anchors 02510 Surface Restoration and Beach Nourishment 02650 Reinforced Concrete Pipe DIVISION 9 — FINISHES 09800 Protective Coatings DIVISION 13 — SPECIAL CONSTRUCTION 13218 Cured -in -Place Pipe (CIPP) Rehabilitation APPENDICES APPENDIX A —CONSTRUCTION FORMS APPENDIX B — RECORD DRAWINGS APPENDIX C — PERMITS APPENDIX D — OUTFALL SURVEY APPENDIX E —TEMPORARY CONSTRUCTION EASEMENT APPENDIX F — MANETTE BRIDGE REFERENCE DOCUMENTS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT TABLE OF CONTENTS APRIL 2018 00110-2 CITY OF BREMERTON, WASHINGTON NOTICE INVITING BIDS SECTION 00116 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. PST as shown on the wall clock inside the City Clerk's office on May 9th, 2018 for the Eastside Treatment Plant Outfall Replacement Project. 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 May 9, 2018 in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337. DESCRIPTION OF WORK: In -water work consisting of removal of existing 20 -inch cast iron pipe, installation of 36 -inch reinforced concrete pipe, removal of the existing diffuser, and installation of a 36 -inch single port diffuser with an elastomeric diffuser check valve. Work will include shoring, excavation and dewatering from a barge, installation of 36 -inch reinforced concrete pipe, installing and anchoring a single port diffuser check valve, implementing BMPs, and visual water quality monitoring. COMPLETION OF WORK: The Work must be completed within the in -water work window, which runs from August 1, 2018 to February 15, 2019, and shall be completed within 180 calendar days of the Notice to Proceed. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website. Go to http://www.e-arc.com/wa/seattle, then click on the link "Enter Public Planroom". Scroll down or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions in Seattle, WA. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at (206) 622-6000; FAX (206) 622-6712; E-mail: Seattle. bid. services(cDe-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: Eastside Treatment Plant Outfall Replacement Project. I 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 time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. PRE-BID CONFERENCE: A pre-bid conference and site walk-through 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 Thursday, April 26, 2018 at EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT NOTICE INVITING BIDS IAPRIL 2018 PAGE 00116-1 10:00 a.m. The address is 2457 Stephenson Avenue, Bremerton, WA. From there, the group will walk down to the project site. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/fax: William Davis Telephone: (360) 473-2312 E-mail: william.davis@ci.bremerton.wa.us Communication by mail: Department of Public Works and Utilities ATTN: William Davis, P.E. 3456 th Street Bremerton, WA 98337 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT NOTICE INVITING BIDS APRIL 2018 PAGE 00116-2 11 � I � I � I � i BIDDER'S CHECKLIST SECTION 00211 BIDDER'S CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the forms that must be executed in full as required and submitted with the bidder's bid. These are indicated as follows in the section titled "Bid Documents." BID DOCUMENTS These documents must be executed and submitted to the City with your bid, not later than the designated bid closing date and time unless noted otherwise. Bids that do not include all of the required forms, properly completed, may be declared unresponsive. The bid forms are in Section 00410. a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid Schedule 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 1 e s s than 5% (five percent) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (This information must be submitted within 1 hours of the bid opening.) f. List of Proposed Substitutes (included but not used) g. Information Required of Bidder h. Project References and General Information (This information must be submitted within 24 hours of the bid opening.) i. Non -Collusion Affidavit (The form is to be completed and signed by the contractor and notarized.) j. Certification by Proposed Contractor Regarding Equal Employment k. Certification Regarding Suspension, Debarment, Ineligibility of Voluntary Exclusion I. Certification of Non -segregated Facilities m. Certification of Compliance with Wage Payment Statutes EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BIDDER'S CHECKLIST APRIL 2018 00211-1 DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed after the contract is awarded. These forms must be filled out and submitted within fourteen (14) calendar days after the date of Notice of Award of contract. - Agreement - Agreement Certificate - Performance Bond - Payment Bond - Insurance Certificate DOCUMENTS TO BE EXECUTED DURING THE CONTRACT The following forms are to be executed after notice to proceed. - Statement of Intent to Pay Prevailing Wages This is a form from Dept. of Labor and Industries. Submit prior to first payment request. - Certificate of Debarment for subcontractors DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT The following forms shall be executed prior to final payment. 1. AFFIDAVIT OF WAGES PAID - This is a form from Dept. of Labor and Industries 2. ACCEPTANCE OF COMPENSATION AND RELEASE OF ALL CLAIMS - This form is in Appendix A of the contract END OF SECTION EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BIDDER'S CHECKLIST APRIL 2018 00211-2 INSTRUCTIONS TO BIDDERS SECTION 00213 f 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE. 4.1 It is the responsibility of each Bidder before submitting the Bid: A. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including "technical" data referred to below); B. To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; C. To consider federal, state, and local Laws and Regulations. D. To study and carefully correlate the Bidder's observations with the Contract Documents; and E. To notify the ENGINEER of all conflicts, errors, ambiguities, or discrepancies in or between the Contract Documents and such other related data. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-1 1. DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting Bids which are defined in the General Conditions have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid directly to OWNER, as distinct from a sub -bidder, who submits a Bid to a Bidder. The term OWNER is defined as the City of Bremerton, located at 345 6th St., Bremerton, WA 98337. 2. LOCAL BUSINESS LICENSE. The successful Bidder shall acquire and/or possess a current City of Bremerton Business License and any other licenses and permits which may be required to fulfill the obligations of the Contract as specified. Business and occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. 3. INTERPRETATIONS AND ADDENDA. 3.1 All questions about the meaning or intent of the Contract Documents are to be directed to the ENGINEER, defined in GC -1.01 A. Additions, deletions, or revisions to the Contract Documents considered necessary by the ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by the ENGINEER or OWNER as having received the Contract Documents. Only answers to such questions issued by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 3.2 Addenda may also be issued to make other additions, deletions, or revisions to the Contract Documents. 3.3 Bidders shall make no special interpretation or inference of intent from differing formats in the Technical Specifications. f 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE. 4.1 It is the responsibility of each Bidder before submitting the Bid: A. To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including "technical" data referred to below); B. To visit the site to become familiar with local conditions that may affect cost, progress, or performance of the WORK; C. To consider federal, state, and local Laws and Regulations. D. To study and carefully correlate the Bidder's observations with the Contract Documents; and E. To notify the ENGINEER of all conflicts, errors, ambiguities, or discrepancies in or between the Contract Documents and such other related data. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-1 F. When conflicts, errors, , or ambiguities, discrepancies are discovered in or between 9 P Contract Documents and/or other related documents, and when said conflicts, etc. have not been resolved through the interpretations by ENGINEER as described in Paragraph 3 above, BIDDER shall include in the Bid the greater quantity of WORK or compliance with the more stringent requirement resulting in a greater cost. Such greater cost shall be included in the BID. 4.2 Reference is made to the Supplementary Conditions for identification of: A. Those drawings of physical conditions in or relating to existing surface and subsurface conditions (except Underground Utilities) which are at or contiguous to the site have been utilized by the ENGINEER in the preparation of the Contract Documents. The Bidder may rely upon the accuracy of the technical data contained in such drawings, however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with nontechnical data, interpretations, and opinions contained in such drawings or the completeness thereof is the responsibility of the Bidder. 4.3 Copies of reports and drawings referred to in Paragraph 4.2 will be made available by the OWNER for review at the office of the OWNER by any Bidder on request, if said reports and drawings are not bound herein. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which the Bidder is entitled to rely, as provided in SC -4.02.0 of the Supplementary Conditions, are incorporated herein by reference. 4.4 Information and data reflected in the Contract Documents with respect to Underground Utilities at or contiguous to the site is based upon information and data furnished to the OWNER and the ENGINEER by the owners of such Underground Utilities or others, and the OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions or Section 01 50 10 - Protection of Existing Facilities. 4.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Utilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions, and Supplementary Conditions. 4.6 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the WORK and which the Bidder deems necessary to determine its Bid for performing the WORK in accordance with the time, price, and other terms and conditions of the Contract Documents. 4.7 On request a minimum of 2 days in advance, the OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a Bid. WORK conducted on weekends shall be coordinated during regular business hours of the previous week. Location of any excavation or boring shall be subject to prior approval of OWNER and applicable agencies. Bidder shall fill all holes, restore all pavement to match existing structural section, and shall clean up and restore the site to its former condition upon completion of such explorations. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-2 1 4.8 The lands upon which the WORK is to be performed, rights-of-way, ay, and easements for access thereto and other lands designated for use by the CONTRACTOR in performing the WORK are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by the OWNER unless otherwise provided in the Contract Documents. 4.9 The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Paragraph 4 and the following: A. That the Bid is premised upon performing the WORK required by the Contract Documents without exception and such means, methods, techniques, sequences, or procedures of construction (if any) as may be required by the Contract Documents; B. That Bidder has given the ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies in the Contract Documents and the written resolution thereof by the ENGINEER is acceptable to the Bidder; and C. That the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK. 5. BID FORMS. The Bid shall be submitted on the Bid Forms in Section 00 41 00 bound herein. All blanks on the Bid Forms shall be completed in ink. All names must be printed below the signatures. The Bid shall be submitted in a sealed envelope which shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "BID for Eastside Treatment Plant Outfall Replacement Project", the name of the OWNER, the address where bids are to be delivered or mailed to, and the date and hour of opening of Bids. 6. CERTIFICATES. 6.1 Bids by corporations must be executed in the corporate name by the president, a vice- president, or other corporate officer. Such Bid shall be accompanied by the enclosed Certificate of Authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature. 6.2 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the partnership must appear below the signature. 6.3 Bids by joint ventures must be executed in the joint venture name and be signed by a joint venture managing partner, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. 6.4 Bids by limited liability companies must be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the official address of the joint venture must appear below the signature. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-3 7. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the OWNER believes that any Bidder is interested in more than one Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If the OWNER believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the WORK. 8. QUANTITIES OF WORK. Paragraph not used. 9. SUBSTITUTE OR "OR EQUAL" ITEMS. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a particular Supplier and the name is followed by the words "or equal", the Bidder may write the name of a substitute Supplier (which the Bidder considers as an "or equal") in the Bid form titled List of Proposed Substitutes. These substitute Suppliers will only be considered after award of the Contract. The procedure for the submittal of substitute or "or equal" products is specified in Section 01600 - Products, Materials, Equipment, and Substitutions. The Bidder shall not be relieved of any obligations of the Contract Documents or be entitled to an adjustment in the Contract Price in the event any proposed substitute manufacturer is not subsequently approved. 10. COMPETENCY OF BIDDERS. In selecting the lowest responsive, responsible Bidder, consideration will also be given to the general competency of the Bidder for the performance of the WORK covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "INFORMATION REQUIRED OF BIDDER" in the bid Forms. 11. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time and at the proper place. 12. BID SECURITY, BONDS, AND INSURANCE. Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the OWNER and shall be given as a guarantee that the Bidder, if awarded the WORK, will enter into an Agreement with the OWNER, and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond; each of said bonds to be in the amount stated in the Supplementary Conditions. In case of refusal or failure to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the OWNER as liquidated damages. The parties recognize that actual damages will be very difficult to determine and that the amount of the bid bond, is a fair and reasonable estimate of damages if the Agreement is not executed. If the Bidder elects to furnish a Bid Bond as its Bid security, the Bidder shall use the Bid Bond form bound herein. 13. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will render the Bid non-responsive and may cause its rejection. In the event there are unit price Bid items in a Bidding schedule and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the BIDDER shall be bound by said correction. In the event there is more than one Bid item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the total for the Schedule will be corrected accordingly, and the BIDDER shall be bound by said correction. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-4 u 1 �I 1 1 1 14. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineations, alterations, or erasures in the printed text. Alternative Bids will not be considered unless called for. Oral, telegraphic, or telephonic Bids or modifications will not be considered. 15. WITHDRAWAL OF BID. The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of Bids prior to the scheduled closing time for receipt of Bids. 16. AWARD OF CONTRACT. Award of the Contract, if awarded, will be made to the lowest responsive, responsible Bidder based on the TOTAL BID PRICE whose Bid complies with the requirements of the Contract Documents. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid Items in an individual Bid Schedule. 17. RETURN OF BID SECURITY. Within 14 days after award of the contract, the OWNER will, if requested, return the Bid securities accompanying such Bids that are not being considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned, if requested, to the respective Bidders whose Bids they accompany. 18. EXECUTION OF AGREEMENT. The Bidder to whom award is made shall execute a written Agreement with the OWNER on the form of agreement provided reflecting by incorporation the additions, deletions, or revisions agreed upon, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 14 calendar days after receipt of the agreement forms from the OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER may award the contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities shall be likewise forfeited to the OWNER. 19. LIQUIDATED DAMAGES. The Agreement contains a provision for Liquidated Damages. Please carefully read the Agreement and all other Contract Documents before submitting a bid. 20. SALES TAX. A. Washington State Department of Revenue (DOR) Rule 170 applies to this contract. Contact DOR for additional information regarding application of Rule 170. B. All other federal, state, and local sales, use or other taxes as required by federal, state, or local laws shall be included in the various unit bid item prices or other contract amounts. END OF INSTRUCTIONS TO BIDDERS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT INSTRUCTIONS TO BIDDERS APRIL 2018 00213-5 THIS PAGE LEFT INTENTIONALLY BLANK. BID FORMS SECTION 00410 ■ BID TO: CITY OF BREMERTON (WASHINGTON) 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 "EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT." 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. 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): Number 1 Date _ May 4, 2018 2 May 10, 2018 ■ Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. 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: 5/16/18 Bidder: American Construction Co., Inc. B: y J�� Si nature) ( g Title: _Kevin Cra6grt, Pr _gWent r EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT APRIL 2018 BID FORMS 00410-1 STATE OF Washington ) COUNTY OF Pierce SS: r I HEREBY CERTIFY that a meeting of the Board of Directors of the ' American Constructio Co., Inc. a corporation existing under the laws of the State of Washington held on May 16 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that Kevin Culbert , as President of the Corporation, be and is hereby authorized to execute the Bid dated ay 16 2018, 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 16tH day of MaY 2018. Secretary Brian Laurance (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-2 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 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Bid dated 1 2018, 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 2018. Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-3 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 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Bid dated 2018, 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 JointVenture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my handthis day of 2018. Managing Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-4 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 2018, the following resolution was duly passed and adopted: (SEAL) held on "RESOLVED, that and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated 2018, 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 2018. A Limited Liability Company By: Member By: Member EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-5 Following is the Bid Schedule for construction of the EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT in accordance with the Contract Documents. The Bid Schedule must be completed by the Bidder by filling in each blank. The cost item shall be in dollars and cents, using numerals only, Failure to do so will render the bid non-responsive and will cause its rejection. ' NOTE ON SALES TAX: Washington State Department of Revenue Rule 170 applies to this project. Bids will be evaluated on the basis of the TOTAL Big PRICE as identified in Section 002-1.1 ITEM DESCRIPTION UNIT PRICE TOTAL PRICE ($) No. BASEBID ITEMS 1 CURED -IN-PLACE PIPE REHABILITATION: Labor, materials, and L.S. $ SkQ�9tj T equipment required to line the 20 -inch cast iron pipe. L.S. $ —,f> 2 SHORING AND TRENCH EXCAVATION SAFETY: Labor, equipment, materials, planning and design required to construct, utilize, and remove shoring per the existing L.S. $ �50, coa 00 governing regulations and in accordance with the Contract Documents. 3 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT: Labor, materials, and equipment required to complete the Eastside L.S. $ locy 0 ®, CC Treatment Plant Outfall Replacement Project. 4 FORCE ACCOUNT: Any additional work directed by the City that L.S. $150,000 is not required by the original contract. 5 1 SUBTOTAL BASE BID PRICE (SUM OF ITEMS 1 THROUGH 4) L.S. $ I f 9212A ITEM DESCRIPTION UNIT PRICE TOTAL PRICE ($) No. DEDUCTIVE ALTERNATE BID ITEM 6 DEDUCTIVE ALTERNATE L.S. $ m T SUBTOTAL DEDUCTIVE ALTERNATE BID ITEM L.S. $ —,f> EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-6 ITEM No. BID ALTERNATIVE =1 (BASE BID) TOTAL PRICE {$) 8 SUBTOTAL BASE BID PRICE (Item S) $ {TL liOD.t7 9 ESTIMATED SALES TAX (9.0%) $� TOTAL FOR BID ALTERNATIVE 1(ITEM 8`PLUS 9) $�,ja ITEM No. BID ALTERNATIVE 2 '(BASE BID MINUS DEDUCTIVE ALTERNATE BID ITEM) TOTAL PRICE ($) 10 SUBTOTAL BASE BID PRICE (Item S) 11 SUBTOTAL DEDUCTIVE ALTERNATE BID ITEM (Item 7) $� 12 SUBTOTAL BASE BID MINUS DEDUCTIVE ALTERNATE BID ITEM (Item S minus Item 7) $ 1� P t , 13 ESTIMATED SALES TAX (9.0%) $ { . 3 (o 59, 60 TOTAL FOR BID ALTERNATIVE 2 (ITEM 12 PLUS 13) 1 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-7 N KNOW ALL MEN BY THESE PRESENTS, That American Construction Co., 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 5 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT. 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 5 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashier's 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 extension 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 brought 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 reasonable attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this 9th day of May 2018 American Construction Co. Inc. (SEAL) Liberty Mutual Insurance Company (SEAL) (Principal) (Surety) By:_- ZBy: (Signature) Mary S. Norrell, A orney-in-Fact (Sign tune) Kevin Culbert, President (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Address of Surety to which all notices shall be sent 1001 4th Avenue, Suite 3700, Seattle, WA 98154 Address for Service of Process (must be a physical address) 1001 4th Avenue, Suite 3700, Seattle, WA 98154 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-7 THIS -POWER OF ATTORNEY IS NOT 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, 8000428 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 authority herein set forth, does hereby name, constitute and appoint, all of the city of Tacoma state of WA each individually if there be more than one named, its true and lawful attorney -it -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 other 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 1st day of February , 2018 4-1 a . 19I2 •�y+ i., ��`�° 1. ^ Hey `Y r..%�. STATE OF PENNSYLVANIA ss COUNTY OF MONTGOMERY The Ohio Casualty Insurance Company Liberty Mutual Insurance Company West American insurance Company By: David M. Carey. Assistant secretary On this 1st day of February 2018 , before me personally appeared David M. Carey. who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 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 Ding of Prussia, Pennsylvania, on the day and year first above wriften- 5r, P4,T, COMMONWEALTH OF PENNSYLVANIA t� 5 Y IPs.a Piste H ".7rary r t JC By: OF Ucp r Me -on, Twp ^ orqorrepi p! Teresa Pastella, Notary public .r 4!t on fssio Exp!,es s 1 arcr 2 201 . 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 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV- OFFICERS - Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose ir: writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, sliatl appoint such attorneys -in -fact, as may be necessary to act n behalf of the Corporation to make, execute, seal, 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 attorney-in-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 cower or authority, ARTICLE XIII - Execution of Contracts - SECTION 5, Surely Bonds and Undertakings Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be 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 surety obligations. Such ettornevs-in-fact subjert to the !imitations set forth in their 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 seat of the Company, When so executed such instruments shall be as binding as if signed by the president arid 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 behaff of the Company to make, execute, seat, acknowledge and deliver as surety any and all undertalungs, bonds, recognizatim and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facslmile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed, 1, 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 ktregoirrg is a full, true and correct copy of the Power of Attorney executed by said Companies, is in kill 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 " t day of MAA - 20 � O 1912 K4 '1 v By:, Renee C. ulawbrIssistant Secretary 322 of 800 LMS 12873 022D17 7 R v v CL C J X C C C U� >r dLIJ LE O C O� pf C i s9 O E tL fA � 4Ww O O G a t4 d >M N «C+ N E00 E M 06 v V- 0 O �P !• The Bidder shall provide the following information 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 Bidder agrees to submit the list of Subcontractors as part of the Bid or within one hour of the Bid. 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. The Bidder's attention is directed to the provisions of SupplemeAtaFy GQAditieRs Standard General Conditions 6.06.A which stipulates the percent of the WORK to be performed with the Bidder's own forces. Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection. Attach additional sheets if required. In accordance with RCW 39.30.060, the Contractor shall furnish the names of the subcontractors with whom the bidder, if awarded the contract, will subcontract for performance of the work of: HVAC (heating, ventilation, and air conditioning); plumbing as described in chapter 18.106 RCW; and electrical as described in chapter 19.28 RCW, or to name itself for the work. The prime contract bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the prime contract bidder must indicate which subcontractor will be used for which alternate. Failure of the prime contract bidder to submit as part of the bid, or within one hour after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the prime contract bidder's bid nonresponsive and, therefore, void. 'SUBCC?NTRiCTfl1;' `»a Company Name: Not applicable for this project Subcontractor License #: Work to be performed: Address: Phone #: Bid Amount and % of Total Bid: r, _ _ $UBr.Ot�TRA,GT�i'#2, qtr# Company Name: Subcontractor License #: Work to be performed: Address: Phone #: Bid Amount and % of Total Bid: Company Name: ubcontractor License #: ork to be performed: ddress: Phone #: Bid Amount and % of Total Bid: EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-9 The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items may cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Contractor Name American Construction Co., Inc. Primary Classification: Prime Contractor Address 1501 Taylor Way, Tacoma, WA 98421 Telephone: (253) 254-0118 Fax number: (253) 254-0155 E-mail address: kevinc@americanconstco.com Name and contact information for proposed ProjectManager: Rod Gowdy (253) 254-0118 rodg@americanconstco.com Employer's identification number (employer SSN, not personal SSN): 91-0562492 Employment Security Department number 139133-00-6 Washington Industrial Insurance number 00, 199-00-0 Washington State Excise Tax Registration number C313007761 Washington State Contractor's Registration number/expiration date AMERIC*372ND City of Bremerton Business License number * If not available, must be obtained prior to startingconstruchon Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: Propel Insurance, 1201 Pacific Avenue, Suite 1000, Tacoma WA Karen Swanson, (253) 759-2200 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BIO FORMS APRIL 2018 00410-10 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. ATTACH TO THIS BID, or provide within 24 hours of the Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to the EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT in nature, value, and complexity of work. The projects must have been completed under the bidder's name as the prime (general) contractor within the last ten (10) years. The list shall include the following information as a minimum: • Names, address, and telephone number of owner. • Name of project. • 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. • Years in business under current name. • Contracts now in hand, gross amount, and percent complete. 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COUNTY OF Pierce } Kevin Culbert , 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, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Signed: 2�— Kevin Culbert, President Subscribed and sworn to before me this h day of May fl18 Notary Pubk in and forthe _JJ County of Pierce State of Washington (SEAL) \A0TA�ty N ,c _ #,on _ u',�': PU8L1G 1 �VASN EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-12 If CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY 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 Address: Internal Revenue Service Employer Identification No. 91-0562492 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 VI I of the Civil Rights Act of 1964. d. If answer to item V is "no", please explain in detail in the space below. 1 CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. Kevin Culbert, President Name and Title of Signer (please type or print clearly) 2--,L�L Joy' May 16, 2018 Signature Date EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-13 11 11 1. The CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. 2. The CONTRACTOR shall provide immediate written notice to the Department if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 3. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department for assistance in obtaining a copy of those regulations. 4. The CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction. 5. The CONTRACTOR further agrees by signing this agreement, that it will include this clause titled "Certification Regarding Suspension, Debarment, Ineligibility Or Voluntary Exclusion" without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 6. Pursuant to 2CFR180.330, the CONTRACTOR is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. 7. CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. 8. CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier recipients or contractors, are not suspended or debarred, and will make this proof available to the Department upon request. RECIPIENT/CONTRACTOR must run a search in www.sam.gov and print a copy of completed searches to document proof of compliance. Signature Kevin Culbert, President Name and title of signer (please type) May 16, 2018 Date EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-14 11 11 (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. ter- May 16, 2018 Signature Date Kevin Culbert, President Name and title of signer (please type) NOTE: THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH THE BID PROPOSAL EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-15 Certification of Compliance with Wage Payment Statutes The undersigned bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, that the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. "I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct." Signature: Date: Mav 16 2018 Print Name and Title: Location or Place executed: (City, State) Kevin CulbertPresident Tacoma WA Check One: Individual 0 Partnership ❑ Joint Venture 0 Corporation ■ State of Incorporation, or if not a corporation, State where business entity was formed: Washington If a co -partnership, give firm name under which business is transacted: * If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). if a co- partnership, proposal must be executed by a partner. END OF BID FORMS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT BID FORMS APRIL 2018 00410-16 '� AMERICAN �� CONSTRUCTION COMPANY BIDDER'S CHECKLIST — BID DOCUMENTS Item 'n'— Deductive Alternate Approach Narrative: American Construction is not submitting a proposed alternate approach. Marine Construction * Dredging • Pile Driving 1501 Taylor Way • Tacoma, WA 98421 • Tacoma (253) 254-0118 • Seattle (206) 623-0114 • Fax (253) 254-0155 Contractors LIC NO. 223-01-AM-ER-IC"372 NO. THIS AGREEMENT is dated the AGREEMENT SECTION 00521 day of in the year 2018 by and between City of Bremerton (hereinafter called OWNER) and American Construction Co., Inc. (hereinafter called CONTRACTOR). OWNER 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 OWNER's Contract Documents entitled Eastside Treatment Plant Outfall Replacement Project. ARTICLE 2. CONTRACT TIMES. Substantial Completion for the entire WORK must be achieved not later than one hundred (180) calendar days from the date of Notice to Proceed. Final Completion and Acceptance of the Work must be achieved not later than thirty (30) calendar days after Substantial Completion. ARTICLE 3. LIQUIDATED DAMAGES. OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER 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 Article 12 of the General Conditions and Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) the CONTRACTOR shall pay the OWNER $1000 for each day that expires after the time specified in Article 2. ARTICLE 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the WORK, in accordance with the Contract Documents, the amount for Bid Alternative 1 , as shown in Section 00410 — Bid Forms. Contract Price for the selected work is $1,836,650.00 for Bid Alternative 1 . (Contractor Initials) ARTICLE 5. PAYMENT PROCEDURES. CONTRACTORshall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-1 ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the WORK consist of this Agreement (Section 00521) and the following attachments to this Agreement: • Notice Inviting Bids (Section 00116). • Bidder's Checklist (Section 00211). • Instructions to Bidders (Section 00213). • Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (Section 00410). • Performance Bond (Section 00611). • Payment Bond (Section 00616). • General Conditions (Section 00721). • Supplementary Conditions (Section 00731). • Technical Specifications as listed in the Table of Contents, including appendices. • Drawings as listed in the List of Drawings. • Addenda numbers 1 to 2 , inclusive. • 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 amended by Change Order as provided in Paragraph 3.04 of the General Conditions. ARTICLE 7. WAIVER OF IMMUNITY. The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. The CONTRACTOR and OWNER acknowledge and agree to the requirements for indemnification in Section 00 73 13 SC -6.20. The provisions of this article shall survive the termination or expiration of this agreement. (Contractor Initials) ARTICLE 8. SUSPENSION OF WORK AND TERMINATION The Contractor agrees to the right of the OWNER to suspend work or terminate this agreement as indicated in Article 15 of Section 00721 (Standard General Conditions) and Section 00731 (Supplementary Conditions). EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-2 11 n 11 11 11 ARTICLE 9. 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 OWNER, 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 OWNER 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. ' OWNER 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, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER: City of Bremerton Greg Wheeler, Mayor By Attest r Address for giving notices 345 6th St., Suite 100, Bremerton, WA 98337 Approved gs2to Form: ( ignat re) City Attorney (Title) CONTRACTOR AMERICAN CONSTRUCTION CO., Inc. BERT PRESIDENT' By �[CORPOWE)FALI Attest Address for giving notices 150 'TIkYL' t7 f-' W .4'y-rA,-!!-VA4A tL)A 198,(j2 License No. AME-fz>- ic4 -372 &10 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT APRIL 2018 Agent for service of process: AGREEMENT 00521-3 AGREEMENT 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 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated , 2018, 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 2018. Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-5 AGREEMENT 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 , 2018, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated , 2018, 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 Managing Partner (SEAL) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-6 AGREEMENT 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 , 2018, the following resolution was duly passed and adopted: (SEAL) "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated , 2018, 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 , 2018. A Limited Liability Company By: Member By; Member END OF AGREEMENT FORMS EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT AGREEMENT APRIL 2018 00521-7 THIS PAGE LEFT INTENTIONALLY BLANK. I i 1 1 C u PERFORMANCE BOND SECTION 00611 Bond No. 023206932 KNOW ALL MEN BY THESE PRESENTS, That American Construction Co., 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 One Million Eight Hundred Thirty -Six Thousand Six Hundred Fifty and 00/100 ($1,836,650.00) 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, Eastside Treatment Plant Outfall Replacement Project"; 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. The Surety agrees that within thirty (30) caiendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract 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. 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 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. 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 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. 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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT PERFORMANCE BOND APRIL 2018 00611-1 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. ' 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. 1N WITNESS WHEREOF, we have hereunder set our hands and seals this 15th day of _ June 2018. (SEAL) (SEAL) American Construction Co., Inc. Liberty Mutual Insurance Company (CONTRACTOR) (Surety) By: By: (Signature and SEAL) (SignatuVand SEAL) Kevin Culbert, President Christopher Kinyon, Attorney -in -Fact (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) EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT APRIL 2018 Liberty Mutual Insurance Company 1001 4th Avenue Suite 3700 Seattle WA 98154 PERFORMANCE BOND 00611-2 i Bond No. 023206932 PAYMENT BOND SECTION 00616 KNOW ALL MEN BY THESE PRESENTS, That American Construction Co., 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 One Million Eight Hundred Thirty -Six Thousand Six Hundred Fifty and 00/100 ($1,836,650.00) 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, Eastside Treatment Plant Outfall Replacement Project"; 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 Agreement 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. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT PAYMENT BOND APRIL 2018 00616-1 u I' IN WITNESS WHEREOF, we have hereunder set our ,hands and seals this 15th day of June —12018. American Construction Co., Inc. Liberty Mutual Insurance Company (CONTRACTOR) (Surety) By: - By: (id, Z (Signature and SEAL) (Signatur d SEAL) Kevin Culbert, President Christopher Kinyon, Attorney -in -Fact (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 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT APRIL 2018 PAYMENT BOND 00616-2 THIS POWER OF ATTORNEY IS NOT 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. 8000200 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 authority herein set forth, does hereby name, constitute and appoint, LJ....B. I All..... 1.......__ I n:.___'.:1'f._--'-- ,> '., _._,_ A . . - I . w _ . .. -. __ A. Limmerman all of the city of Tacoma state of WA each individually if there be more than one named, its true 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 other 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 1 st day of February 1 2018 The Ohio Casualty Insurance Company - Liberty Mutual Insurance Company :? 9>-9 1912 1991 F West American Insurance Company A ` 17� * x # By: s+ /._. ur -. --- ... _............ _-._._.... STATE OF PENNSYLVANIA ss David M. Carey`Assistant Secretary COUNTY OF MONTGOMERY On this 1st day of February 2018 , before me personally appeared David M. Carey: who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 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. Sp, PAT COMMONWEALTH OF PENNSYLVANIA%< hortw6� C Notarial Seat Teresa Pasteaa, Notary Public By .............. _................................................ _—.._........_..._........................ _.................. ----..... o i upper MerionTwp., Montgomery County Teresa Pastella, Notary Public My Commission Expires March 28, 2021 Member. Pennsylvania kssuriatiors cf Notaries 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 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV- OFFICERS - Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, 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 attorney-in-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. ARTICLE XIII - Execution of Contracts - SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be 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 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 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, bonds, 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 by the Company in connection with surety 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 executed by said Companies, is in full force and effect and has not been revoked. ' e IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this J day of J I t A f_ 20 19 stf 0 1919 � 1912 7997 311 By: y Renee C. I few ssistant Secretaryy y ; 94 of 800 LMS_12873_022017 RELEASE OF RETAINAGE BOND OF CONTRACTOR Bond No. 023206933 KNOW ALL MEN BY THESE PRESENTS: That we American Construction Co., Inc. (hereinafter called Principal), and Liberty Mutual Insurance Company a corporation organized and doing business under and by virtue of the laws of the state of Massachusetts and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds ' or undertakings required and authorized by the State of Washington, (hereinafter called Surety), as Surety, are held firmly bound unto City of Bremerton , (hereinafter called Obligee) in the just and full sum of Eighty-four Thousand Two Hundred Fifty And No/100THS L±,250.00 ) plus 5% of any increases in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, Whereas, the said Principal on the day of entered into a written contract with the said obligee for Eastside Treatment Plant Outfall Replacement Project which said contract is hereby referred to and made a part hereof by reference. WHEREAS, Pursuant to Chapter 60.28 RCW, the above named Principal has requested release of retained percentage earned or which may be earned under said contract, and, WHEREAS, the obligee is willing to release retained percentage in advance of contract terms relating to payment provided the principal shall file bond to indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retainage to the principal, which bond shall be subject to all claims and liens in the same manner and same priority as apply to the retainage percentage released, or to be released, NOW, THEREFORE, the condition of this obligation is such that if the principal shall indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retained percentage to the principal then this obligation shall be null and void unless otherwise to remain in full force and effect. IN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this 15th day of June 2018 . American Construction Co., Inc. By: Principal Keen Culbert, President Liberty Mutual Insurance Company By; Christopher Kinyon Attorney -in -Fact THIS POWER OF ATTORNEY IS NOT 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. 8000198 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 authority herein set forth, does hereby name, constitute and appoint, Heather L. Allen; James B. Binder; Brandon K. Bush; Peter J. Comfort; Carley Espiritu; Diane M Harding; Brent E Heilesen Kyle J Howat Cynthia L Jay; Aliceon A. Kellner; Christopher Kinyon• Jamie L. Marques; Mary S. Norrell; Jon J. Oja• Annelies M Richie Karen C Swanson Julie R Truitt Eric A. Zimmerman all of the city of Tacoma state of WA each individually if there be more than one named, its true 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 other 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 1st day of February 2018 S F� {, The Ohio Casualty Insurance Company ` 1912 s \ 1991 W Liberty Mutual Insurance Company y ai s. a West American Insurance CompanyXZ_ N / g i6 ay. __ STATE OF PENNSYLVANIA ss David M. CareKAssistant Secretary T COUNTY OF MONTGOMERY d On this 1st day of February 2018 ry , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v t— v a) 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, di UJ t0 > 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. L i p >,, d 41 P Spm COMMONWEALTH OF PENN...... IA frt Notarial Sea. N o�,.,ntaw ° x y Teresa Pastela, Notary Public By O 4 .._........._—__.._ .............._._... ......................................... ........................................_................._. Upper Rrion Twp.. Montgomery County Teresa Pastella, NotaryPublic y'tvsvtv''� My Commission Expires March 28, 2021 (Member, y, y Ry Pennsylvania Association & Notaries d E ip 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 N O w Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: O d ARTICLE IV– OFFICERS – Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject O C to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, > y _ 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 L r 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 d p 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 attorney-in-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. q ARTICLE XIII – Execution of Contracts – SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, N L and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, M p seal, 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 00 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. v O 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- I 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, bonds, 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 by the Company in connection with surety 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 executed 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 S4 day of J t4vl 20� . 4 19-9 > 1932 3 14f By: o Renee C. Llew ssistant Secretary 92 of 800 LMS 12873 022017 EN Version: 5-06-15 CITY OF BREMERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.or Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.a c.org The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. CITY OF BREMERTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................. 1 1.02 Terminology................................................................................................................................ 6 Article2 — Preliminary Matters........................................................................................................................ 7 2.01 Delivery of Bonds and Evidence of Insurance........................................................................... 7 2.02 Copies of Documents................................................................................................................... 7 2.03 Commencement of Contract Times; Notice to Proceed.............................................................. 7 2.04 Starting the Work...............................................................:.......................................................... 7 2.05 Before Starting Construction........................................................................................................ 8 2.06 Preconstruction Conference; Designation of Authorized Representatives ................................. 8 2.07 Initial Acceptance of Schedules................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 9 3.01 Intent............................................................................................................................................. 9 3.02 Reference Standards..................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies...................................................................................... 9 3.04 Amending and Supplementing Contract Documents................................................................ 10 3.05 Reuse of Documents................................................................................................................... 11 3.06 Electronic Data........................................................................................................................... 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points.......................................................................................................... 11 4.01 Availability of Lands.................................................................................................................. 11 4.02 Subsurface and Physical Conditions.......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions............................................................................ 12 4.04 Underground Facilities............................................................................................................... 13 4.05 Reference Points......................................................................................................................... 14 4.06 Hazardous Environmental Condition at Site............................................................................. 15 Article5 — Bonds and Insurance..................................................................................................................... 16 5.01 Performance, Payment, and Other Bonds.................................................................................. 16 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 5.02 Licensed Sureties and Insurers................................................................................................... 17 5.03 Certificates of Insurance............................................................................................................. 17 5.04 Contractor's Insurance............................................................................................................... 17 ARTICLE 6 ---contractor's Responsibilities................................................................................................... 21 6.01 Supervision and Superintendence.............................................................................................. 21 6.02 Labor; Working Hours............................................................................................................... 21 6.03 Services, Materials, and Equipment........................................................................................... 22 6.04 Progress Schedule....................................................................................................................... 22 6.05 Proposed Substitutions or "Or -Equal" Item............................................................................... 22 6.06 Concerning Subcontractors, Suppliers, and Others................................................................... 25 6.07 Patent Fees and Royalties........................................................................................................... 26 6.08 Permits........................................................................................................................................ 27 6.09 Laws and Regulations................................................................................................................ 27 6.10 Taxes........................................................................................................................................... 28 6.11 Use of Site and Other Areas....................................................................................................... 28 6.12 ............................................................................................................. Record Documents........ 29 6.13 Safety and Protection.................................................................................................................. 29 6.14 Safety Representative................................................................................................................. 30 6.15 Hazard Communication Programs............................................................................................. 30 6.16 Emergencies................................................................................................................................30 6.17 Submittals................................................................................................................................... 31 6.18 Continuing the Work.................................................................................................................. 32 6.19 Contractor's General Warranty and Guarantee......................................................................... 33 6.20 Indemnification........................................................................................................................... 33 6.21 Delegation of Professional Design Services.............................................................................. 35 Article7 - Other Work at the Site.................................................................................................................. 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination...............................................................................................................................36 7.03 Legal Relationships.................................................................................................................... 37 Article 8 - Owner's Responsibilities.............................................................. 8.01 Communications to Contractor .................................................. 8.02 Replacement of Engineer........................................................... 8.03 Furnish Data................................................................................ 8.04 Pay When Due............................................................................ 8.05 Lands and Easements; Reports and Tests ................................. CITY OF BREMERTON STANDARD UENEKAL wNU1I lUiN3 8.06 Insurance..................................................................................................................................... 37 8.07 Change Orders............................................................................................................................ 38 8.08 Inspections, Tests, and Approvals.............................................................................................. 38 8.09 Limitations on Owner's Responsibilities................................................................................... 38 8.10 Undisclosed Hazardous Environmental Condition.................................................................... 38 8.11 Compliance with Safety Program.............................................................................................. 38 Article 9 — Engineer's Status During Construction........................................................................................ 38 9.01 Owner's Representative............................................................................................................. 38 9.02 Visits to Site................................................................................................................................ 38 9.03 Resident Project Representative................................................................................................. 39 9.04 Authorized Variations in Work.................................................................................................. 39 9.05 Rejecting Defective Work.......................................................................................................... 39 9.06 Submittals, Change Orders and Payments................................................................................. 39 9.07 Determinations for Unit Price Work.......................................................................................... 40 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work .................... 40 9.09 Limitations on Engineer's Authority and Responsibilities....................................................... 40 Article 10 — Changes in the Work; Claims..................................................................................................... 41 10.01 Authorized Changes in the Work............................................................................................... 41 10.02 Unauthorized Changes in the Work........................................................................................... 41 10.03 Execution of Change Orders...................................................................................................... 41 10.04 Notification to Surety................................................................................................................. 42 10.05 Claims......................................................................................................................................... 42 Article 11 — Cost of the Work; Allowances; Unit Price Work....................................................................... 43 11.01 Cost of the Work......................................................................................................................... 43 11.02 Allowances................................................................................................................................. 45 11.03 Unit Price Work.......................................................................................................................... 46 Article 12 — Change of Contract Price; Change of Contract Times............................................................... 12.01 Change of Contract Price........................................................................................................... 47 47 12.02 Change of Contract Times.......................................................................................................... 50 12.03 Delays......................................................................................................................................... 50 Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 51 13.01 Notice of Defects........................................................................................................................ 51 13.02 Access to Work........................................................................................................................... 51 13.03 Tests and Inspections.................................................................................................................. 52 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 13.04 Uncovering Work....................................................................................................................... 53 13.05 Owner May Stop the Work........................................................................................................ 53 13.06 Correction or Removal of Defective Work................................................................................ 53 13.07 Correction Period........................................................................................................................ 54 13.08 Acceptance of Defective Work.................................................................................................. 54 13.09 Owner May Correct Defective Work......................................................................................... 55 Article 14 — Payments to Contractor and Completion................................................................................... 56 14.01 Schedule of Values..................................................................................................................... 56 14.02 Progress Payments...................................................................................................................... 56 14.03 Contractor's Warranty of Title................................................................................................... 60 14.04 Substantial Completion.............................................................................................................. 60 14.05 Partial Utilization........................................................................................................................ 60 14.06 Final Inspection.......................................................................................................................... 61 14.07 Final Payment............................................................................................................................. 61 14.08 Final Completion Delayed......................................................................................................... 63 14.09 Waiver of Claims........................................................................................................................ 64 Article 15 — Suspension of Work and Termination........................................................................................ 64 15.01 Owner May Suspend Work........................................................................................................ 64 15.02 Owner May Terminate for Cause............................................................................................... 64 15.03 Owner May Terminate For Convenience.................................................................................. 65 15.04 Contractor May Stop Work or Terminate.................................................................................. 66 Article16 — Dispute Resolution...................................................................................................................... 67 16.01 Methods and Procedures............................................................................................................ 67 Article17 — Miscellaneous............................................................................................................................. 67 17.01 Giving Notice............................................................................................................................. 67 17.02 Computation of Times................................................................................................................ 67 17.03 Cumulative Remedies................................................................................................................. 67 17.04 Survival of Obligations.............................................................................................................. 67 17.05 Controlling Law.......................................................................................................................... 68 17.06 Headings..................................................................................................................................... 68 17.07 Administrative Procedures and Forms....................................................................................... 68 17.08 Right to Audit............................................................................................................................. 68 17.09 Severability................................................................................................................................. 69 17.10 Waiver......................................................................................................................................... 69 CITY OF BREMERTON STANDARD GENERAL CONDITIONS Article 18 — WASHINGTON STATE REQUIREMENTS........................................................................... 69 18.01 Trench Excavation Safety Systems............................................................................................ 69 18.02 Payment of Prevailing Wages.................................................................................................... 69 18.03 Water Pollution Control Requirements...................................................................................... 71 18.04 Prevention of Environmental Pollution & Preservation of Public Natural Resources ............. 71 CITY OF BREMERTON STANDARD GENERAL CONDITIONS THIS PAGE LEFT INTENTIONALLY BLANK ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Act of God — An earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. Rain, wind, flood or other natural phenomenon of intensity less than that recorded for the locality of the Work shall not be construed as an Act of God and no reparation shall be made to Contractor for damage to the Work resulting there from. 2. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 3. Agreement—The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 4. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the It Contract Documents. 5. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bid Bond — The security to be furnished by the Bidder on the form furnished as a guaranty of good faith to enter into a contract for the Work contemplated if it be awarded to Bidder. 8. Bidder—The individual or entity who submits a Bid directly to Owner. 9. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 10. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 11. Change Order—A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-1 12. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 13. Clarification — A written document issued by the Engineer to the Contractor that interprets the requirements and/or design intent of the Contract Documents, which may not represent an addition, deletion, or revision in the Work or an adjustment of the Contract Price or the Contract Times. Request For Clarification forms will be provided by the Owner for the Contractor's use when seeking Clarification. 14. Conformed Contract Documents — Contract Documents issued for construction that include the Agreement, Bonds, Insurance and Addenda. 15. Contract—The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 16. Contract Documents—Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 17. Contract Price—The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 18. Contract Times—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 19. Contractor—The individual or entity with whom Owner has entered into the Agreement. 20. Cost of the Work—See Paragraph 11.01 for definition. 21. Design Engineer — The City's Consulting Engineer, or staff Engineer who prepared the drawings and specifications. 22. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 23. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 24. Engineer—The Engineer is defined as the City Engineer of the City of Bremerton, Washington. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-2 1 25. Engineer's Project Manager – The authorized agent or employee of the Engineer, designated by the Engineer to represent the Engineer in performing the Engineer's duties related to the Work. 26. Final Completion and Acceptance – The time when all incomplete WORK has been completed, all Defective Work has been corrected or accepted by the Engineer and Owner, and all of the Contractor's duties and requirements have been satisfactorily discharged, as evidenced by the Engineer's Notice of Final Completion and Acceptance. 27. General Requirements—Sections of Division 1 of the Specifications. 1` 28. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 29. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 30. Holiday—A non -working day corresponding to a legal holiday adopted by the City of Bremerton City Council, during which City offices are closed. 31. Laws and Regulations; Laws or Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 32. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 33. Milestone—A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 34. Notice of Award—The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 35. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 36. Owner—The Owner is defined as the City of Bremerton, located at 345 6th Street, WA 98337. 37. Payment Bond – The form of security approved by the Owner and furnished by the Contractor and Contractor's Surety guaranteeing payment for all labor, materials, services and equipment furnished for use by the Contractor in performance of the Contract. 38. PCBs—Polychlorinated biphenyls. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-3 1 39. Performance Bond – The form of security approved by the Owner and furnished by the Contractor and Contractor's Surety guaranteeing the complete and faithful performance of all the obligations and conditions placed upon the Contractor by the Contract. 40. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 41. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 42. Project—The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 43. Radioactive Material—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 44. Resident Project Representative—The authorized agent or employee of the Engineer designated by the Engineer to represent the Engineer in on-site Work. The Resident Project Representative will act as directed by and under the supervision of the Engineer's Project Manager. 45. 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. 46. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 47. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 48. Seller—The person, firm, or corporation with whom Owner has entered into the Agreement to furnish Goods and Special Services. 49. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 50. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 11, CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-4 I 51. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 52. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 53. Substantial Completion—The time at which the Work (or a specified part thereof) has reached a level of completion where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, to be utilized for the purposes for which it is intended, as evidenced by Engineer's Notice of Substantial Completion. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 54. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes an award. 55. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 56. Supplier—A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 57. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 58. Unit Price Work—Work to be paid for on the basis of unit prices. W 59. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 60. Work Change Directive—A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. CITY OF BREMERTON STANDARD GENERAL CONDITIONS t00721-5 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and In usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-6 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," or "perform," are not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When the Contractor delivers the signed Agreement to the Owner, the Contractor shall also deliver such Bonds, insurance policies and insurance certificates in the number of copies as the Contractor may be required to furnish in accordance with the Contract Documents. 2.02 Copies of Documents A. The Owner shall furnish to the Contractor five copies of Conformed Contract documents including Specifications, and reduced size Drawings. Additional copies and up to two full sized sets of Drawings will be furnished upon Contractor's written request at the cost to the Owner of reproduction, handling and shipping. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. B. Within sixty (60) calendar days following opening of Bids, the lowest responsive, responsible Bidder will be furnished with Notice of Award accomplished by three copies each of the Contract Documents in form for Signatures. C. Within fifteen (15) business days after receiving from the Owner Notice of Award and the Contract Documents in form for signing, Contractor shall sign and return the Contractor Documents and furnish to the Owner such Bonds and certificates of insurance as are required herein. 2.04 Starting the Work A. Contractor shall start to perform the Work within 10 days of the Notice to Proceed. No Work shall be done at the Site prior to the Notice to Proceed. I CITY OF BREMERTON 1 STANDARD GENERAL CONDITIONS 00721-7 2.05 Met 2.07 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. A preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. A preliminary Schedule of Submittals; and 3. A preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 4. A schedule of proposed substitute (or -equal) Submittals. Preconstruction Conference; Designation ofAuthorized Representatives A. Prior to issuance of the Notice to Proceed, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to and approved by the Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-8 1 - ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-9 3.04 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had knowledge or should have known thereof B. Resolving Discrepancies: 1. In resolving conflicts resulting from errors or discrepancies Documents, the order of precedence shall be as follows: a. Permits from other agencies as may be required by law b. Change Orders C. Agreement d. Addenda e. Contractor's Bid (Bid Form) f. Supplementary Conditions g. General Conditions h. Technical Specifications i. Referenced Standard Specifications J. Drawings in any of the Contract With reference to the Drawings the order of precedence is as follows: a. Dimensions govern over scaled dimensions. b. Detail drawings govern over general drawings. C. Addenda and Change Order drawings govern over any other drawings. d. Contract Drawings govern over standard drawings. 2. The provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. However, the requirements of the Contract Documents may be supplemented and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-10 2. Engineer's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. Have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. Reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving parry. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the parry receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60 -day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish, as indicated in the Contract Documents, the Site upon which the Work is to be performed, rights-of-way or easements for access thereto, and such other lands which are designated for the use of the Contractor. Nothing contained in the Contract Documents shall be interpreted as giving the Contractor exclusive occupancy of the lands or right-of—way provided. Owner shall notify Contractor of any encumbrances or restrictions not of general CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-11 4.02 4.03 application but specifically related to use of the Site with which Contractor must comply in performing the Work. B. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. Subsurface and Physical Conditions A. The Supplementary Conditions Identify: 1. Those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. Other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. Deering Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. Is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. Is of such a nature as to require a change in the Contract Documents; or 3. Differs materially from that shown or indicated in the Contract Documents; the Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-12 i] B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of obtaining additional exploration or tests with respect thereto, and provide a determination in writing to the ■ Contractor. 1. Possible Price and Times Adjustment — If the Owner concludes that a change in the Contract Documents is required by the newly discovered condition, the Owner will respond to the Contractor's notification by issuing a Work Change Directive, Change Order or Amendment, as required by paragraph 3.04A. If the Owner concludes that a change in the Contract Documents is NOT required, the Owner will respond to the Contractor's written notification by issuing written Clarification as required by paragraph 3.04B. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if. a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. The existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. The cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-13 4.05 a. Reviewing and checking all such information and data; b. Locating all Underground Facilities shown or indicated in the Contract Documents; c. Coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and d. The safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. 3. The Contractor shall notify the Washington State One Number Locator Service, Phone No. 1-800-424-5555, at least 2 business days in advance of the commencement of Excavation at any site, and shall strictly comply with the requirements of RCW 19.122, et seq. at all times during the WORK. The Contractor shall be responsible for making itself aware of utility company facilities not reported by the Washington State One Number Locator Service, and shall be liable for any and all damages stemming from repair or delay costs or any other expenses resulting from the unanticipated discovery of underground utilities. B. Not Shown or Indicated.• 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. However, Owner, Engineer, and Design Engineer, shall not be liable to Contractor for any claims, costs, losses or damages incurred or sustained by Contractor on or in connection with any other project or anticipated project. Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-14 1 1 reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. Other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-15 D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for �I whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice ,._ required by Paragraph 4.06.E. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-15 E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 — BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-16 1 ceases to meet the requirements of Paragraph 5.01.13, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs ■ 5.01.13 and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to s maintain such insurance. C. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. D. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Insurance A. The Contractor shall purchase and maintain the insurance required under this paragraph. Such insurance shall include the specific coverage's set out herein and be written for not less than the limits of liability and coverage's provided in paragraph 5.04C, or required by Laws or Regulations, whichever are greater. All insurance shall be maintained continuously during the life of the Agreement up to the date of Final Completion and Acceptance, and at all times thereafter when the Contractor may be correcting, removing, or replacing Defective Work in accordance with Paragraph 13.06. The Contractor's liabilities under this Agreement shall not be deemed limited in any way to the insurance coverage required. B. All insurance required by the Contract Documents to be purchased and maintained by the Contractor shall be obtained from insurance companies that are duly licensed or authorized to issue insurance policies for the limits and coverages so required by the City of Bremerton Insurance companies shall have a current Best's Rating of at least "A" (Excellent) general policy holder's rating and a Class VII financial size category and shall also meet such additional requirements and qualifications as may be provided in these General Conditions. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-17 C. The Contractor shall furnish the Owner, with copies to each additional insured who is indicated in these General Conditions, with certificates and original endorsements showing the type, amount, class of operations covered, effective dates and dates of expiration of policies. All of the policies of insurance so required to be purchased and maintained (or the certificates or other evidence thereof) shall contain a provision or endorsement that the coverage afforded will not be canceled, reduced in coverage, or renewal refused until at least 30 days' prior written notice has been given to the Owner and additional insures by certified mail. All such insurance required herein (except for worker's compensation and employer's liability) shall name the Owner, the Engineer, and their consultants and subconsultants and their officer's, director's agents, and employees as "additional insured" under the policies. The Contractor shall purchase and maintain the following insurance: 1. Workers' Compensation and Employer's Liability: This insurance shall protect the Contractor against all claims under applicable workers' compensation laws or federal acts, including claims for injury, disease, or death of employees which, for any reason, may not fall within the provisions of a workers' compensation law. This insurance shall include an "all states" endorsement. In the event of a "monopolistic" state, Contractor shall certify all employees are covered by the state fund or shall provide a separate policy providing "all states" benefits. Employer's liability "stop gap" coverage for monopolistic states shall be provided under either a worker's compensation policy or general liability policy. The Contractor shall require each subcontractor similarly to provide workers' compensation insurance for all of the latter's employees to be engaged in such work unless such employees are covered by the protection afforded by the Contractor's workers' compensation insurance. In case any class of employees is not protected under the workers' compensation laws, the Contractor shall provide and shall cause each Subcontractor to provide adequate employer's liability insurance for the protection of such of its employees as are not otherwise protected. The Contractor and each Subcontractor shall provide a waiver of subrogation in favor of the Owner and Engineer. 2. Comprehensive or Commercial General Liability: This insurance shall be written in comprehensive form and shall protect the Contractor against all claims arising from injuries to persons other than its employees or damage to property of the Owner or others arising out of any act or omission of the Contractor or its agents, employees, or subcontractors. The policy shall also include protection against claims insured by personal injury liability coverage, an "owner's and contractor's protective liability" endorsement and contractual coverage to insure the contractual liability assumed by the Contractor under the indemnification provisions in the General Conditions. To the extent that the Contractor's work, or work under its direction, may require blasting, explosive conditions, or underground operations, the comprehensive or commercial general liability coverage shall specifically include coverage relative to blasting, explosion, collapse, and/or underground hazards. 3. Commercial Automobile Liability: This insurance shall be written in comprehensive form and shall protect the Contractor against all claims for injuries to members of the public and damage to property of others arising from the use of motor vehicles, and shall cover operation on or off the Site of all motor vehicles licensed for highway use, whether they are owned, non -owned, or hired. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-18 1 1 1 1 4. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance: The Contractor shall either require each of the Subcontractors to procure and to maintain subcontractor's public liability and property damage insurance and vehicle liability insurance of the type and in the same amounts specified in these Supplementary Conditions for the Contractor or insure the activities of the Subcontractors under the Contractor's own policies. 5. Builder's Risk: a. This insurance shall be written in completed value form, and shall protect the Contractor, Subcontractors, the Owner, and the Engineer, against risks of damage to buildings, structures, and materials and equipment (including any stored off-site and while in transit), Contractors' equipment, debris removal and including demolition and contingent loss occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Engineer's services and expenses required as a result of such insured loss. The amount of such insurance shall be not less than the insurable value of the Work at Final Completion plus equipment. Builder's risk insurance shall provide for losses to be payable to the Contractor and the Owner, as their interests may appear. This insurance shall contain a provision that in the event of payment for any loss under the coverage provided, the insurance company shall have no rights of recovery against the Contractor, the Owner, and the Engineer. This insurance shall insure against all risks of loss (including earthquake, flood and collapse) and, at the option of the Owner, shall include comprehensive boiler and machinery coverage including coverage for installation and testing. b. If the Owner finds it necessary to occupy or use a portion or portions of the Project prior to Substantial Completion thereof, such occupancy shall not commence prior to the time mutually agreed to by the Owner and Contractor and to which the insurance company of companies providing the Builder's Risk Insurance have consented by endorsement to the policy or policies. 6. The limits of liability for the insurance required by Article 5 shall provide coverage for not less than the following amounts or greater, where required by Laws and Regulations. Limits may be provided by a combination of primary and excess liability policies, and then the excess or umbrella liability coverage's shall include commercial general, comprehensive automobile, and employer's liability and shall provide coverage at least as broad as the underlying policies. a. Worker's Compensation: 1. State: Statutory 2. Applicable Federal (e.g., USL&H): Statutory Note: If the Work called for in for the Contract Documents involves work in or on any navigable waters, the Contractor shall provide Worker's Compensation coverage which shall include coverage under the Longshore and Harbor Workers' Compensation Act, the Jones Act, Maritime Law, and any other coverage required under Federal or State laws pertaining to workers in or on navigable waters. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-19 3. Employer's Liability: b. Comprehensive General Liability: 1. Combined Single Limit (a) Products/Completed (b) Personal Injury $2,000,000 $5,000,000 Each Occurrence $2,000,000 Each Occurrence $2,000,000 Each Person 2. POLICIES written on a "claims made basis" are not acceptable. 3. Policies shall include premises/operations, products, completed operations, independent contractor's, owners and contractors protective, explosion, collapse, underground hazard, broad form contractual, personal injury with employment exclusion deleted, and broad form property damage. c. Comprehensive Automobile Liability (including owned, hired, and non -owned Vehicles): 1. Bodily Injury: $2,000,000 Each Claimant 2. Property Damage: $2,000,000 Each Occurrence D. Contractor agrees to waive all rights of subrogation against the Owner, the Engineer, and Consultants, employees, officers and directors, for WORK performed under Contract. Endorsements shall be provided with certificates of insurance. E. All policies shall also specify that the insurance provided by the Contractor will be considered primary and not contributory to any other insurance available to the Owner or the Engineer. F. All policies except Workers' Compensation and Builders Risk shall name the Owner, Engineer, their consultants, subconsultants, and their officers, directors, agents and employees as additional insured's. The Builders Risk insurance shall name the Contractor, Owner, and Engineer as named insured's. G. The Contractor shall provide the Owner and all additional insureds with written notice of any policy cancellation within five days of receipt of such notice. Failure to maintain the insurance required shall constitute a material breach of contract, upon which Owner may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Owner on demand, or at the sole discretion of the Owner, offset against funds due the Contractor from the owner. H. All costs for insurance, including but not limited to premiums, deductible payments or self- insured retention shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-20 ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. S4 C. The Contractor's superintendent shall be present at the Site at all times while the Work is in progress and shall be available by telephone for emergencies 24 hours per day, 7 days a week. Failure to observe this requirement may result in a suspension of the Work by the Owner until such time as the designated superintendent is again present, full-time, at the Site. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. The Contractor shall apply for this consent through the Engineer in writing a minimum of three (3) working days before the holiday or overtime work is to be scheduled. C. Except as otherwise provided in this Paragraph, the Contractor shall receive no additional compensation for overtime work, i.e., work in excess of 8 hours in any one calendar day or 40 hours in any one calendar week. Additional compensation will be paid to the Contractor for overtime work only in the event extra work is ordered by the Engineer and the Change Order specifically authorizes the use of overtime work. D. All increased costs of inspection and testing performed during overtime work by the Contractor which is allowed solely for the convenience of the Contractor shall be borne by the Contractor. The Owner has the authority to deduct the cost of all such inspection and testing from any partial payments otherwise due to the Contractor. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-21 6.03 W 1M 6.05 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, startup, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. No provisions of any such documentation will be effective to assign to the Owner, Engineer or any of their Consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. Proposed Substitutions or "Or -Equal" Item A. Whenever materials or equipment are identified on the "List of Proposed Substitutes" form located in the Bid Forms by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. The materials or equipment of other manufacturers may be accepted if sufficient information is submitted by the Contractor to allow the Owner/Engineer to determine that the material or equipment proposed is equivalent or equal to that named, subject to the following requirements: 1. The Contractor shall fill out the bid form in Section 00300 titled "List of Proposed Substitutes", indicating the manufacturer/model of the proposed substitute. Wherever a proposed substitution item has not been indicated on this form by the Contractor, the CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-22 Contractor shall provide one of the material or equipment products named in the Contract Documents and identified on the "List of Proposed Substitutes" form. 2. The burden of proof as to the type, function, and quality of any such substitution product, material or equipment shall be upon the Contractor. 3. The Engineer will be the sole judge as to the type, function, and quality of any such substitution and the Engineer's decision shall be final. 4. The Engineer may require the Contractor to furnish additional data about the proposed substitution. 5. The Owner may require the Contractor to furnish a special performance guarantee or other surety with respect to any substitution. 6. Acceptance by the Engineer of a substitution item proposed by the Contractor shall not relieve the Contractor of the responsibility for full compliance with the Contract Documents and for adequacy of the substitution. 7. The Contractor shall pay all costs of implementing accepted substitutions, including redesign and changes to WORK necessary to accommodate the substitution. B. The procedure for review by the Engineer will include the following: 1. Submit materials in accordance with this section and the General Requirements. 2. The Engineer will evaluate each proposed substitution within a reasonable period of time. 3. The Engineer will record the time required by the Engineer in evaluating submittals for substitutions proposed by the Contractor and in making changes by the Contractor in the Contract Documents occasioned thereby. C. The Contractor's submittal shall address the following factors which will be considered by the Owner/Engineer in evaluating the proposed substitution: 1. Whether the evaluation and acceptance of the proposed substitution will prejudice the Contractor's achievement of Substantial Completion on time. 2. Whether acceptance of the substitution for use in the WORK will require a change in any of the Contract Documents to adapt the design to the proposed substitution. 3. Whether incorporation or use of the substitution in connection with the WORK is subject to payment of any license fee or royalty. 4. Whether all variations of the proposed substitution from the items originally specified are identified. 5. Whether available maintenance, repair, and replacement service are indicated. The manufacturer shall have a local service agency (within 50 miles of the site) which maintains CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-23 properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 6. Whether an itemized estimate is included of all costs that will result directly or indirectly from acceptance of such substitution, including cost of redesign and claims of other contractors affected by the resulting change. 7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency requirements listed in the appropriate technical specifications. D. Without any increase in cost to the Owner, the Contractor shall be responsible for and pay all costs in connection with proposed substitutions and of inspections and testing of equipment or materials submitted for review prior to the Contractor's purchase thereof for incorporation in the WORK, whether or not the Engineer accepts the proposed substitution or proposed equipment or material. E. Submittal requirements for proposed substitutions: In addition to the general submittal requirements indicated in the General Requirements, submittal requirements for the proposed substitution include: 1. All deviations from the specified requirements necessitated by the proposed substitution. 2. Materials of construction, including material specifications and references. 3. Performance data, including performance curves and guaranteed power consumption, over the range of specified operating conditions. 4. Dimensional drawings, showing required access and clearances, including any changes to the work require to accommodate the proposed substitution. 5. Where controls are a part of the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in the project format and with project specific symbols, along with control descriptions. 6. Where controls specified in the project manual require modification to accommodate the proposed substitution, piping, process and instrumentation drawings (PIDs), produced in project format and with project -specific symbols, with all required modifications clearly highlighted. 7. Information and performance characteristics for all system components and ancillary devices to be furnished as a part of the proposed substitution. 8. Reproducible contract drawings, marked up to illustrate the alterations to all structural, architectural, mechanical, electrical and HVAC systems required to accommodate the proposed substitution. 9. A list of installations of the proposed substitution indicating application, location, owner and date of first use. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-24 • 1• F. Cost of Substitution Submittal Review: Upon receipt of submittal data for the proposed substitution, the Engineer will estimate the cost of evaluating the request and present the estimate to the Contractor. The Contractor is advised that the estimate is based upon the best information available to the Engineer at the time; however, the actual cost, based on time and expense, will be documented and applied in the final analysis of the substitution request. If the Contractor wishes to proceed with the request he shall advise the Engineer in writing and submit sufficient additional information as may be requested by the Engineer. No evaluation will take place until such time as the Contractor has agreed to the estimate in writing and has authorized the Engineer to deduct the cost of the evaluation from monthly progress payments due the Contractor. G. Whenever materials or equipment are identified in the Contract Documents but are not listed on the "List of Proposed Substitutes" form by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. If the name is followed by the words "or equal" indicating that a substitution is permitted, materials or equipment of other manufacturers may be accepted if sufficient information is submitted by the Contractor to allow the Engineer to determine that the material or equipment proposed is equivalent or equal to that named as part of the standard submittal process. Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.063), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. The Contractor shall perform not less than 30 percent of the WORK with its own forces (i.e., without subcontracting). The 30 percent requirements shall apply to the Contract Price less the values of Owner -assigned contracts and allowance in the Bid for pre -negotiated Work. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-25 6.07 Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. Shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor 2. Shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as a loss payee on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-26 u B. Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits 11 6.09 1 A. The Contractor shall obtain and pay for all construction permits and licenses from the agencies having jurisdiction, including the furnishing of insurance and bonds if required by such agencies, EXCEPT those listed in Paragraph 6.08B, below to be paid for by the Owner. The enforcement of such requirements shall not be the basis for claims for additional compensation by Contractor. When necessary, the Owner will assist the Contractor in obtaining such permits and licenses. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the WORK which are applicable at the time of opening of Bids. B. The Owner will make application for and pay all fees for the City of Bremerton building permit including structural, mechanical, plumbing, and fire protection. The Contractor shall be required to obtain the permit at City offices. C. The Contractor shall be responsible for obtaining and paying for any and all remaining permits, licenses and approvals which are necessary and incidental to his operation in performance of the WORK, and for giving notices required by such permits and licenses. A copy of each permit and license shall be furnished to the Engineer upon request. The Contractor shall comply with any and all requirements contained in all permits, licenses, and approvals which pertain to the WORK or any portion thereof as if the same were stated herein. D. The Contractor shall be responsible for complying with the requirements of all permits related to the WORK, including such permits, licenses and regulatory approvals obtained by the Owner for the work. Owner -obtained permits and regulatory approvals, if any, are appended to the Contract Documents. Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-27 Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Changes in Laws or Regulations not knowable at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 6.10 Taxes A. The Contractor shall collect from the Owner and remit to the state, retail sales tax as required by the laws, statutes, and regulations of the State of Washington and its political subdivisions. The Owner will claim any exemption from retail sales tax authorized by law. The Contractor shall pay all other federal, state, and local sales, use, and other taxes applicable to the WORK and the Contractor's activities under the Agreement. B. The Contractor shall have an active City of Bremerton Business License and shall pay to the City under said license all applicable City business and occupation (B&O) taxes. B&O taxes shall be paid when due and Contractor shall agree to assign any payments due to the City Clerk for payment of such taxes which have been declared delinquent. C. The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes, whether state or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or withheld under any laws. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. The Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site, the land and areas identified in and permitted by the Contract Documents, and the other land and areas permitted by Laws and Regulations, rights-of-way, permits, and easements. The Contractor shall assume full liability and responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Work. 2. Should any claim be made against the Owner or the Engineer by any such owner or occupant because of the performance of the Work, the Contractor shall promptly settle with such other parry by negotiation, agreement or otherwise resolve the claim by arbitration or at law, at the Contractor's sole liability and expense. 2. The Contractor's indemnification obligations for all claims and liability, arising directly, indirectly, or consequentially out of any action, legal or equitable, brought by any such CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-28 owner or occupant against the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees and agents of each and any of them to the extent caused by or based upon the Contractor's performance of the WORK shall be in accordance with ;t Paragraph 6.20 of the Supplementary Conditions. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. In C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. The Contractor's pay requests shall not be considered payable unless the field record drawings are current as required by the contract documents. ' 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. All persons on the Site or who may be affected by the Work; 2. All the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. Other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-29 6.14 6.15 6.16 B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. D. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. The City Reserves the right to replace damaged items at the Contractor's expense if the City determines that time is of the essence. E. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). Safety Representative A. Contractor shall designate a qualified and experienced competent person at the site whose duties and responsibilities shall include, enforcing State of Washington — WISHA regulations regarding excavations, preventing accidents, and maintaining and supervising construction site health and safety precautions and programs. Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. i CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-30 �n u 6.17 Submittals A. Contractor shall submit Shop Drawings and Samples to Engineer for review in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Submit number of copies specified in the General Conditions. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Submittal Procedures: 1. Before submitting each Shop Drawing or Sample, Contractor shall have: a. Reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. Determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, •' and similar information with respect thereto; c. Determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. Determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-31 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer's review shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.0.1. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-32 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. Abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. Normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. Observations by Engineer, or Resident Project Representative 2. Recommendation by Engineer or payment by Owner of any progress or final payment; 3. The issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. Use or occupancy of the Work or any part thereof by Owner; 5. Any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; 6. Any inspection, test, or approval by others; or 7. Any correction of defective Work by Owner. 8. Owner's routine operation and maintenance after Substantial Completion is attained. 6.20 Indemnification A. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from 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 Owner and/or the Engineer. Such indemnification by the Contractor shall include, but not be limited to, the following: 1. Liability or claims resulting directly or indirectly from the negligence or carelessness of the Contractor, its employees, or agents in the performance of the Work, or in guarding or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-33 maintaining the same, or from any improper materials, implements, or appliances used in its construction, or by or on account of any act or omission of the Contractor, its employees, or agents; 2. Liability or claims arising directly or indirectly from bodily injury, occupational sickness or disease, or death of the Contractor's, Subcontractor's, or Supplier's own employees, or agents engaged in the Work resulting in actions brought by or on behalf of such employees against the Owner and/or the Engineer; 3. Liability or claims arising directly or indirectly from or based on the violation of any Laws or Regulations, whether by the Contractor, its employees, or agents; 4. Liability or claims arising directly or indirectly from the use or manufacture by the Contractor, its employees, or agents in the performance of this Agreement of any copyrighted or uncopyrighted composition, secret process, patented or unpatented invention, article, or appliance, unless otherwise specifically stipulated in this Agreement; 5. Liability or claims arising directly or indirectly from the breach of any warranties, whether express or implied, made to the Owner and/or Engineer or any other parties by the Contractor, its employees, or agents; 6. Liability or claims arising directly or indirectly from the willful misconduct of the Contractor, its employees, or agents; 7. Liability or claims arising directly or indirectly from any breach of the obligations assumed in this Agreement by the Contractor; 8. Liability or claims arising directly or indirectly from, relating to, or resulting from a hazardous condition created by the Contractor, Subcontractors, Suppliers, or any of their employees or agents, and; 9. Liability or claims arising directly, or indirectly, or consequentially out of any action, legal or equitable, brought against the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees and agents of each or any of them, to the extent caused by the Contractor's use of any premises acquired by permits, rights of way, or easements, the Site, or any land or areas contiguous thereto or its performance of the Work thereon. B. The Contractor shall reimburse the Owner and the Engineer for all costs and expenses, (including but not limited to fees and charges of engineers, architects, attorneys, and other professionals and court costs including all costs of appeals) incurred by said Owner and Engineer in enforcing the provisions of this Paragraph 6.20. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-34 C. The indemnification obligation under this Paragraph 6.20 shall not be limited in any way by any limitation on the amount or type of insurance carried by Contractor or by the amount or type of damages, compensation, or benefits payable by or for the Contractor or any Subcontractor or other person or organization under workers' compensation acts, disability benefit acts, or other employee benefit acts. D. The Contractor and Owner acknowledge and agree that the Contractor's immunity under industrial insurance, Title 51 RCW, is expressly waived by this Contract, and that all of the provisions of this Paragraph 6.20, including said waiver of immunity were mutually negotiated by them in accordance with the requirements of RCW 4.24.115. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-35 through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. Written notice thereof will be given to Contractor prior to starting any such other work; and 2. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. D. Additional requirements for coordination between the Contractor, other contractors and the Owner's forces are set forth in Division 1 — General Requirements. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. The individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. The specific matters to be covered by such authority and responsibility will be itemized; and 3. The extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-36 it 11 1 C. The Contractor shall coordinate its Work with that of the Owner's forces and others as required in Division 1 — General Requirements. 7.03 Legal Relationships A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's action or inactions. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 11 8.02 Replacement of Engineer 1 7 1 1-1 L 1 A. In case of Replacement of Engineer, Owner shall appoint an engineer whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 8.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining insurance are set forth in Article 5. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-37 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. 8.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Compliance with Safety Program A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.C. ARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-38 B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Resident Project Representative A. General: The Resident Project Representative (RPR) will act as directed by and under the supervision of the Engineer's Project Manager and will confer with the Engineer and Engineer's Project Manager regarding his actions. The Resident Project Representative's dealings in matters pertaining to the on-site Work shall, in general, be only with the Engineer and the Contractor, and dealings with Subcontractors shall be exclusively through the Contractor. Written communication with the Owner will be only through or as directed by the Engineer. 9.04 Authorized Variations in Work A. The Engineer may authorize variations in the Work from the requirements of the Contract Documents. These may be accomplished by a Work Change Directive and will require the Contractor to perform the Work involved in a manner that minimizes the impact to the Work ' and the Contract Times. If the Contractor believes that a Work Change Directive justifies an increase in the Contract Price or an extension of the Contract Times, the Contractor shall promptly notify the Engineer as required in the relevant Sections of Division 1 — General Requirements. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Submittals, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Submittals, see Paragraph 6.17. B. In connection with Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. CITY OF BREMERTON 11 STANDARD GENERAL CONDITIONS 00721-39 9.07 • 1' Determinations for Unit Price Work I A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 14 days of the event giving rise to the question. B. Engineer will, within 14 days, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.053. C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. C. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph , 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. D. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-40 i ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. C. If the Owner and Contractor agree as to the extent, if any, of an increase or decrease in the Contract Price, or an extension or shortening of the Contract Times that should be allowed as a result of a Work Change Directive, the Contractor shall proceed so as to minimize the impact on and delays to the Work pending the issuance of a Change Order. D. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is named in the Contract Documents to cover such eliminated work, the price of the eliminated work shall be agreed upon by the Owner and the Contractor by Change Order. 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.D. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. Changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.0l.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. Changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. Changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-41 Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the Contractor or Owner to the other promptly (but no later than 14 days) after the start of the event giving rise thereto. Notice of the specific amount or extent of the Claim, dispute, or other matter with supporting data shall be delivered to the Engineer within 21 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.01. A claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02. Each Claim shall be accompanied by Contractor's or Owner's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event and covers all amounts (whether direct, indirect or consequential). The recipient of the claim shall submit its response to the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. Deny the Claim in whole or in part; 2. Approve the Claim; or i r 3. Notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole I discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-42 1 J 1 1 I� E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) will be final and binding upon Owner and Contractor, unless Owner or Contractor files suit pursuant to Article 16. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0I.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.13, and shall include only the following items: Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-43 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. ■ I. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. I CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-44 L� B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A. 1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 1 LOLA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: a. The cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-45 b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency or force account allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. The total cost of a particular item of Unit Price Work amounts to 5% or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimated quantity of such item indicated in the Agreement; and 2. There is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. E. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is named in the Contract Documents to cover such eliminated work, the price of the eliminated work shall be agreed upon by the Owner and the Contractor by Change Order. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-46 ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price constitutes the total compensation payable to the Contractor for performing the Work. All duties, responsibilities, and obligations assigned to or undertaken by the Contractor to complete the Work shall be at its expense without change in the Contract Price. All claims for an increase in the Contract Price shall be based only upon written notice delivered as required by Paragraph 10.05 herein. The Contractor's notice of claim shall include the nature, justification for and amount of the claim, and such supporting data as the Engineer may require to evaluate the claim. The Contractor and Owner hereby agree that any claim for adjustment of the Contract Price shall be evaluated by the Engineer, and that the Engineer's determination shall be final and conclusive. No claim for and adjustment in the Contract Price will be valid if not submitted in accordance with this Paragraph. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. Where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. Where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0I.C.2); or 3. Where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0LQ. C. Contractor's Fee: The Contractor's fee for overhead and profit for the cost of extra work as defined in Paragraph 12.01.D shall be determined as follows: 1. A mutually acceptable fixed fee; or 2. If a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the extra Work: a. Extra work ordered on the basis of time and materials (force account) will be paid for at the actual necessary cost as determined by the Engineer, plus a 20% markup for labor, materials and equipment. b. For extra work negotiated at a lump sum price the Contractor's fee shall be 20%. c. No fee shall be payable on the basis of costs itemized under Paragraph 11.01.13; d. The amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-47 plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and e. When both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.0l.C.2.d, inclusive. D. Cost of Extra Work: The term "cost of extra work" shall mean the sum of all costs necessarily incurred and paid by the Contractor for labor, materials, equipment and special services in the proper performance of extra work as approved by the Engineer. Except as otherwise may be agreed to in writing by the Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.B. 1. Labor: The costs of labor will be the actual cost for wages prevailing for each craft or type of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from federal, state or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers will be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foreman shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Indirect labor costs including superintendence shall be considered part of the markup set out herein. 2. Materials: The cost of materials reported shall be at invoice or lowest current price at which materials are locally available and delivered to the Work in the quantities involved, plus the cost of freight, delivery and storage, subject to the following: a. All trade discounts and rebates shall accrue to the Owner, and the Contractor shall make provisions so that they may be obtained; and b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Except for actual costs incurred in handling of such materials, markup will not be allowed; and c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on extra work items or the current wholesale price for such materials delivered to the Site, whichever price is lower; and d. If in the opinion of the Engineer the cost of material is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such material, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned delivered to the Work, less trade discount. The Owner reserves the right to furnish materials for the extra work and no claim will be allowed by the Contractor for costs and profit on such materials. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-48 3. Equipment: The amount of payment for any Contractor -owned equipment that is utilized shall be determined according to the version of the AGGWSDOT Equipment Rental Agreement which is in effect at the time the force account is authorized. The rates listed in the Rental Rate Blue Book (as modified by the current AGC/WSDOT Equipment Rental Agreement) shall be full compensation for all fuel, oil, lubrication, ordinary repairs, maintenance, and all other costs incidental to furnishing and operating the equipment except labor operation. If it is deemed necessary by the Contractor to use equipment not listed in the specified Reference Publication, an equitable rental rate for the equipment will be established by the Engineer. The Contractor may furnish cost data, which might assist the Engineer in the establishment of the rental rate. Payment for equipment shall be subject to all of the following: a. All equipment shall, in the opinion of the Engineer, be in good working condition and suitable for the purpose for which the equipment is to be used; b. Before construction equipment is used on the extra work, the Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the Engineer, in duplicate, a description of the equipment and its identifying number; c. Unless otherwise specified, manufacturer's ratings and manufacturer -approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer; d. Individual pieces of equipment or tools having a replacement value of $500 or less, whether or not consumed by use, will be considered to be small tools and no payment will be made therefor; 4. Rental Equipment: The rental time to be paid for rental equipment used in the extra Work will be calculated based on the time the equipment is actually in productive operation on the extra work being performed and, additionally, shall include the time required to move the equipment to the location of the extra work and return it to the original location or to another location requiring no more time than that required to return it to its original location; except, that moving time will not be paid if the equipment is used on work other than the extra work, even though it is located at the site of the extra work. Loading and transporting costs will be allowed in lieu of moving time only when the equipment is moved by means other than its own power, except that no payment will be made for loading and transporting costs when the equipment is used at the site of the extra work on work other than the extra work. Rental time will not be allowed while equipment is inoperative due to breakdowns or is otherwise not available for immediate use. The rental time of equipment on the site will be computed subject to the following: a. When hourly rates are paid, operation for 30 minutes or less will be considered to be one half-hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation; b. When daily rates are paid, 4 hours or less of operation will be considered to be one half- day of operation. When owner -operated equipment is used to perform extra work to be CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-49 paid for on time and materials basis, the Contractor will be paid for the equipment and operator as set forth herein below. E. Excluded costs: The term Cost of the Extra Work shall not include any of the items defined in Paragraph 11.01.B. 12.02 Change of Contract Times A. All Contract Times (or Milestones) stated in the Contract Documents are of the essence of the Agreement. The Contract Times (or Milestones) may only be changed by Change Order. Any claim for an extension of the Contract Times shall be based only upon written notice delivered as required in Paragraph 10.05 herein. The Contractor's written notice of such claim shall include the extent, justification for and nature of the claim, and such supporting data as the Engineer may require to evaluate the claim. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. With respect to claims for adjustment in the Contract Times, the Contractor and Owner hereby acknowledge and agree that: a. Any claim for adjustment of the Contract Times (or Milestones) shall be evaluated by the Engineer, whose evaluation shall be final and conclusive, and; b. An approved increase in Contract Times shall not cause an increase in Contract Price unless the reason for increasing the Contract Times is extra work otherwise evaluated by the Engineer as compensable work. Only compensable work, whether in connection with an approved increase in the Contract Times or not, shall result in an increase in the Contract Price. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-50 then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. F. Adjustments of Contract Times Relating to Weather: Contract Times may be extended by the Engineer because of delays in the completion of the Work due to unusually severe weather, provided that the Contractor shall, within 2 business days of the beginning of any such delay, notify the Engineer in writing of the cause of delay and request an extension of Contract Times. The Engineer will ascertain the facts and the extent of the delay and extend the Contract Times when, in its judgment, the findings of the fact justify such an extension. The Contractor shall include 10 days of inclement weather delays in the progress schedule submitted to the Engineer for approval, for purposes of planning and scheduling Only. G. Adjustments of Contract Price Relating to weather: The Contractor shall have no claims against the Owner for damages for any injury to work, materials, or equipment, or for project or overhead costs of any kind, resulting from the action of the elements. If however, in the opinion of the Engineer, the Contractor has made all reasonable efforts to protect the materials, equipment, and work, the Contractor may be granted a reasonable extension of Contract Times to make proper repairs, renewals, and replacements of the work, materials, or equipment. ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-51 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Owner and Contractor hereby agree that "timely notice", with respect to notification of readiness for tests and inspections shall mean not less than 2 business days before the time that the test or inspection is desired. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. For inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.1) below; 2. That costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.13 shall be paid as provided in Paragraph 13.04.C; and 3. As otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. G. The Engineer will make, or have made, such inspections and tests as the Engineer deems necessary to see that the Work is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified in Paragraph 13.03.13 of the General Conditions, the cost of such inspection and testing will be borne by the Owner. In the event such inspections or tests reveal non-compliance with the requirements of the Contract Documents, the Contractor shall bear the cost of corrective measures deemed necessary by the Engineer, shall bear the cost of all subsequent reinspection and retesting of the non-compliant Work. Neither observations by the Engineer nor inspections, tests, or approvals by others shall relieve the Contractor from the Contractor's obligation to perform the Work in accordance with the Contract Documents. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-52 i F 1 1 r� 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-53 13.07 Correction Period , A. If within one year after the date of Final Completion and Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.1 LA is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. Repair such defective land or areas; or 2. Correct such defective Work; or 3. If the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and ' 4. Satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the ' defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other ' dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to , run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. , E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a , waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not , limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of , CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-54 1 and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's ' recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. In no case shall the acceptance of ' defective work waive any rights the Owner may have. 13.09 Owner May Correct Defective Work ' A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in ' accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or ' remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. ' C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. ' D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. 1 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-55 ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. Payment for Equipment not installed but stored on site with a value greater than $10,000, will be paid at 50% of the invoice value. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The net payment due the Contractor shall be the above-mentioned subtotal from which shall be deducted the amount of retainage specified herein and the total amount of all previous payments made to the Contractor. a. Pursuant to RCW 60.28.010, the Owner will retain five percent of all progress payments as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor, or supplier who performs any labor upon the contract or work hereunder, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for carrying on such work, and the State of Washington with respect to taxes imposed pursuant to Title 82 RCW which may be due from such Contractor. In the event that during the performance of the Contract and prior to the expiration of the claim period as provided in Chapter 60.28 RCW, the amount retained is reduced to any amount below five percent, then the Owner shall retain additional sums from monies earned by the Contractor so as to maintain at all times a five percent retained trust fund, unless otherwise reduced or excused by provisions of Chapter 60.28 RCW. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-56 1 1 J C G L� l� 1 t b. Monies reserved under provisions of Chapter 60.28 RCW shall, at the option of the Contractor, be: ' (1) Retained in a fund by the Owner with no interest paid thereon to the Contractor and not subject to withdrawal until after final acceptance of all Work, or a portion thereof as maybe approved by the Owner: or (2) Deposited by the Owner in an interest-bearing account in a bank, mutual savings bank, or savings and loan associations, not subject to withdrawal until after final acceptance of all Work, or a portion thereof, as may be approved by the Owner; or (3) Placed in escrow in a bank or trust company by the Owner until thirty days following final acceptance of the work as completed, or a portion thereof. When the monies reserved are to be placed in escrow, the Owner will issue a check representing the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Owner, and the bonds and securities held in escrow. (4) A bond submitted by the Contractor for all or any portion of the retainage in a form acceptable to the Owner and from a surety meeting standards set by the ' Owner. The Owner will accept the bond unless the Owner determines that there is good cause for rejecting it. The Owner will release the bonded retainage amount within 30 days of accepting the bond. The bond and any proceeds from it are subject to claims in the same manner and priority as retainage set forth in RCW 60.28.011. If the Owner accepts a retainage bond from the Contractor, the Contractor shall accept retainage bonds from any subcontractor or supplier from ' whom the Contractor retains funds. The Contractor shall release retained funds within 30 days of accepting the bond from a subcontractor or supplier. I(5) Under option 2 and 3 above, interest will be paid to the Contractor as the interest accrues. (6) The Contractor shall designate the option desired in writing to the Owner not later than with the Contractor's first Application for Payment. The Contractor, in choosing option 2 or 3, agrees to assume full responsibility to pay all costs which may accrue from escrow services, brokerage charges, or both, and further agrees to assume all risks in connection with the investment of the retained monies. I B. Review of Applications: 1. The Engineer will, within 8 working days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the application to the Owner, or return the application to the Contractor indicating in writing the Engineer's reasons for refusing to recommend payment. In the latter case, the Contractor may make ' the necessary corrections and resubmit the application. If the Engineer still disagrees with a CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-57 portion of the application, it will submit the application recommending the undisputed portion of the application to the Owner for payment and provide reasons for recommending non-payment of the disputed amount. Thirty days after presentation of the Application for Payment with the Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02B.2) become due and when due will be paid by the Owner to the Contractor. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief- a. elie£ a. The Work has progressed to the point indicated; b. The quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. The conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. There may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. To supervise, direct, or control the Work, or b. For the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or t 11 0 u 1 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-58 ' 11 d. To make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. To determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.13.2. Engineer may also refuse to recommend any such payment or, t because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. The Work is defective, or completed Work has been damaged, requiring correction or replacement; b. The Contract Price has been reduced by Change Orders; ' c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or ' d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. ' C. Payment Becomes Due: 1. Thirty days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.1)) become due, and when due will be paid by Owner to Contractor. ' D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: ' a. Claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and ' discharge of such Liens; c. There are other items entitling Owner to a set-off against the amount recommended, ' or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. ' 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons ' for such action and promptly pay Contractor any amount remaining after deduction of the CITY OF BREMERTON STANDARD GENERAL CONDITIONS ' 00721-59 amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreement. 14.03 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When the Contractor considers the Work ready for its intended use, the Contractor shall notify the Owner and the Engineer in writing that the Work is substantially complete. The Contractor shall attach to this request a list of all work items that the Contractor knows are not complete and a request that the Engineer prepare a Notice of Substantial Completion and a Correction List of items to be completed before final payment. At a mutually -agreed time thereafter, the Owner, the Contractor, and the Engineer shall inspect the Work to determine the status of completion. If the Engineer does not consider the Work substantially complete, or does not consider the list of remaining work items to be comprehensive, the Engineer will notify the Contractor in writing giving the reasons therefor. If the Engineer considers the Work substantially complete, the Engineer will prepare and deliver to the Owner for its execution and recordation the Notice of Substantial Completion signed by the Engineer and Contractor, which shall fix the date of Substantial Completion. The Contractor shall complete all incomplete work and shall complete all items on the Correction List not later than 30 calendar days after the date of Substantial Completion B. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list. 14.05 Partial Utilization A. The Owner shall have the right to utilize or place into service any item of equipment or other usable portion of the Work prior to completion of the Work. Whenever the Owner plans to exercise said right, the Contractor will be notified in writing by the Owner, identifying the specific portion or portions of the Work to be so utilized or otherwise placed into service. B. The Contractor understands and agrees that until and unless such written notification is issued, all responsibility for care and maintenance of all of the Work shall be borne by the Contractor, and that Paragraph 14.04 shall apply with respect to certification of Substantial Completion of the Work. Upon issuance of said written notice of Partial Utilization, the Owner will accept responsibility for the protection and maintenance of all such items or portions of the Work described in the written notice. 1 1 t 11 1 1 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-60 ' C. The Contractor shall retain full responsibility for satisfactory completion of the Work, regardless of whether a portion thereof has been partially utilized by the owner, and the Contractor's one year correction period shall commence only after the date of Substantial Completion for the Work. D. The Owner shall have the right to control, operate, repair, or modify the Work, or take any other suitable action with regard to the Work, during emergencies of any nature whatsoever. E. No occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. When all incomplete Work has been completed, all Defective Work has been corrected or accepted by the Engineer and Owner, and all of the Contractor's duties and requirements have been satisfactory discharged, the Engineer will prepare and deliver to the Owner for its execution and recordation the Notice of Final Completion and Acceptance of the Work, signed by the Engineer and Contractor, which shall fix the date of Final Completion and Acceptance. 14.07 Final Payment A. Application for Payment: 1. After the Contractor has, in the opinion of the Engineer, satisfactorily completed all Work and corrected all Defective Work, and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, Bonds, certificates and Record Documents (as provided in Paragraph 6.12), And the Engineer has delivered the Notice of Final Completion and Acceptance of the Work, the Contractor may make application for final payment following the procedure established for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: CITY OF BREMERTON a. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04. b. Consent of the surety, if any, to final payment; c. A list of all Claims against Owner that Contractor believes are unsettled; and d. Complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. STANDARD GENERAL CONDITIONS 00721-61 In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. 2. After execution of the Notice of Final Completion and Acceptance of the Work by the Owner, and execution of the "Acceptance of Compensation and Release of All Claims" by the Contractor (as provided in Paragraph 14.09.B of the General Conditions), the Owner will make final payment to the Contractor of the amount remaining after deducting all prior payments and all amounts to be kept or retained under the provisions of the Contract Documents, including the following items: a. Liquidated damages, as applicable; and, b. Amounts withheld by Owner under Paragraph 14.02.B.1 which have not been released; and, Two times the value of outstanding items of correction work or Correction List items yet uncompleted or uncorrected, as applicable. All such work shall be completed or corrected to the satisfaction of the Owner within the time stated herein and on the Notice of Substantial Completion, otherwise the Contractor does hereby waive any and all claims to all monies withheld by the Owner to cover the value of all such uncompleted or uncorrected items. C. Payment Becomes Due: 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-62 ID. Release of Retainage and Other Deductions 1. After executing the Notice of Final Completion and Acceptance (Paragraph 14.06), and not ' more than 60 days thereafter (based on a 45 -day claims period and 15 -day processing time), the Owner will release to the Contractor the retained funds withheld pursuant to the Agreement, less any deductions to cover pending claims against the Owner pursuant to ' Paragraph 14.02.13, provided the following conditions are met: a. Certificates approved by the Washington State Department of Labor and Industries, ' Washington State Employment Security Department, and all other departments and agencies having jurisdiction over the activities of the Contractor have been provided to the Owner. . b. If the Contract Price hereunder exceeds $20,000, a release obtained from the Washington State Department of Revenue has been provided to the Owner. c. Affidavits of Wages Paid for the Contractor and each subcontractor approved by Washington State Department of Labor and Industries have been provided to the Owner. d. No claims, as provided by law, have been filed against the retainage. e. The Owner has no claims under this Contract. f. Affidavit of total monies paid (if any) to each Minority Women Business Enterprise subcontractor utilized on the project. g. Acceptance of Compensation and Release of All Claims form submitted to the Engineer. 2. In the event that claims filed are not resolved at the end of the 45 day claim period, the Contractor shall be paid such retainage less amount sufficient to pay all claims or notices, together with a sum determined by the Owner to be sufficient to pay the cost of such action and to cover attorney's fees, and any sums determined by the Owner sufficient to pay its claims against the Contractor. 3. Upon expiration of the 60 day period referred to in Paragraph 14.07.D.1, the amounts withheld pursuant to the provisions of Paragraph 14.02.13 and D, for all remaining work items will be paid to the Contractor; provided that said work has been completed or corrected to the satisfaction of the Owner within the 30 day period. Otherwise, the Contractor does hereby waive any and all claims for all monies withheld by the Owner under this Agreement in an amount two times the value of such remaining uncompleted or uncorrected items. 14.08 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-63 completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. A waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. A waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. B. Acceptance of Compensation and Release of All Claims. Before final payment will be made by the Owner, the Contractor will be required to sign the "Acceptance of Compensation and Release of All Claims" form stating the Contractor's acceptance of the final payment as the full and final amount due from the Owner. An example form is located in Appendix A. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-64 , 1 u 11 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's disregard of the authority of Engineer; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in paragraph 15.02A occur, Owner may, after giving Contractor (and the surety, if any) seven days written notice, terminate the services of the Contractor, exclude the Contractor from the Site, and take possession of the Work and of all of the Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), incorporate in the Work all materials and equipment stored at the Site or for which the Owner has paid Contractor but which are stored elsewhere, and finish the Work as the Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of money due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.13 and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-65 1. Completed and acceptable Work executed in accordance with the Contract Documents , prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. Expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit , on such expenses; B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other I economic loss arising out of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 60 , days to pay Contractor any sum finally determined to be due, then Contractor may, upon Fourteen days written notice to Owner and Engineer, and provided Owner or Engineer do not ' remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. ' B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 60 days to pay Contractor any sum finally determined to be due, ' Contractor may, Fourteen days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under ' Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. C 1 CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-66 ' 1 1 1 E n j 1 ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Time Limitation and Jurisdiction. The Owner and Contractor hereby mutually agree that, for the convenience of both parties, any claims or causes of action which the Contractor has against the Owner shall be brought within 180 calendar days after the date of final payment by the Owner. It is further agreed by Owner and Contractor that all such claims or causes of action, if resolution is sought through litigation, shall be brought only in the Superior Court of Kitsap County, Washington. B. Conditions Precedent. Before seeking claim resolution through litigation, the Contractor shall proceed under the administrative procedures required by Paragraphs 9.08 and 10.05. The provisions of these Paragraphs must be complied with in full as conditions precedent to the Contractor's right to seek claim resolution through litigation. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. Delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. Delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-67 LJ the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the laws of the State of Washington. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 17.07 Administrative Procedures and Forms A. Various administrative forms are required to be used by the Contractor or well be otherwise presented to the Contractor during the performance of the Work including: 1. Request for Clarification (RFC) 2. Shop Drawing Submittal/Transmittal 3. Work Change Directive 4. Change Order 5. Daily Force Account Report ' 6. Application and Certificate for Payment (Progress Payment Form) These forms will be distributed to the Contractor at the Preconstruction Conference referenced in Paragraph 2.06 or will be otherwise presented to the Contractor for signature as provided herein. 17.08 Right to Audit A. If the Contractor submits a claim to the Owner for additional compensation, the Owner shall have the right, as a condition to considering the claim, and as a basis for evaluation of the claim, and until the claim has been settled, to audit the Contractor's books to the extent they are relevant. This right shall include the right to examine books, records, documents, and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted. The right to audit shall include the right to inspect the Contractor's plant, or such parts thereof, as may be or have been engaged in the performance of the Work. The Contractor further agrees that the right to audit encompasses all ' subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein provided for shall be exercisable through such representatives as the Owner deems desirable during the Contractor's normal business hours at the office of the Contractor. The Contractor shall make available to the Owner for auditing, all relevant accounting records and documents, and other financial data, and upon request, shall submit true copies of requested records to the Owner. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-68 9 11 17.09 Severability A. If any term or provision of this Agreement is declared invalid or unenforceable by any court of lawful jurisdiction, the remaining terms and provisions of the Agreement shall not be affected thereby and shall remain in full force and effect. 17.10 Waiver A. The waiver by the Owner of any breach or violation of any term, covenant or condition of this Agreement or of any provision, ordinance, or law shall not be deemed to be a waiver of any other term, covenant, condition, ordinance, or law or of any subsequent breach or violation of the same or of any other term, covenant, condition, ordinance, or law. The subsequent payment of any monies or fee by the Owner which may become due hereunder shall not be deemed to be a waiver of any preceding breach or violation by Contractor or any term, covenant, condition of this Agreement or of any applicable law or ordinance. ARTICLE 18 — WASHINGTON STATE REQUIREMENTS 18.01 Trench Excavation Safety Systems A. As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Division of Industrial Safety and Health Act, Chapter 49.17 RCW. This requirement shall be included in the cost estimates and bidding forms as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18.02 Payment of Prevailing Wages A. In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented, and any regulations adopted pursuant to these statutes, there shall be paid to all laborers, workmen or mechanics employed on this contract at least the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the Contractor and any laborers, workmen, mechanics or subcontractors. B. The prevailing wage rates to be in force during the duration of this contract are included in Attachment A located at the end of the Supplementary Conditions. However, the Contractor shall be obligated to confirm that the rates are current and conform to the controlling statutes and regulations. Any wage deficiencies shall be at the Contractor's sole risk and expense. The wage rates shall be included as part of any subcontractors the Contractor may enter into for work on this project. C. The "prevailing rate of wage" shall be the rate of hourly wage, usual benefits, and overtime paid in the locality, as hereinafter defined, to the majority of workmen, laborers, or mechanics, in the same trade or occupation. In the event that there is not a majority in the same trade or occupation paid at the same rate, then the average rate of hourly wage and overtime paid to such laborers, workmen or mechanics in the same trade or occupation shall CITY OF BREMERTON STANDARD GENERAL CONDITIONS 1 00721-69 be the prevailing rate. If the wage paid by any Contractor to laborers, workmen or mechanics on any public work is based on some period of time other than an hour, the hourly wage for the purposes of this shall be mathematically determined by the number of hours worked in such period of time. D. The "locality" shall be the largest city in the county wherein the physical work is being performed. E. The "usual benefits" shall include the amount of: 1. The rate of contribution irrevocably made by the Contractor to a trustee, or to a trustee or to a third person pursuant to a fund, plan, or program; and 2. The rate of costs to the Contractor which may be reasonably anticipated in providing benefits to workmen, laborers, and mechanics pursuant to an enforceable commitment to carry out a financially responsible plan or program which was communicated in writing to the workmen, laborers, and mechanics affected, for medical or hospital care, pensions on retirement or death, compensation for injuries or illness resulting from occupational activity, or insurance to provide any of the foregoing, for unemployment benefits, life insurance, disability and sickness insurance, or accident insurance, for vacation and holiday pay, for defraying costs of apprenticeship or other similar programs, or for other bona fide fringe benefits, but only where the Contractor is not required by other Federal, state or local law to provide any of such benefits. F. The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage rates for the locality or localities where this contract will be performed as determined by the industrial Statistician of the Department of Labor and Industries, are by reference made a part of this contract as though fully set forth herein. Inasmuch as the Contractor will be held responsible for paying the prevailing wages, it is imperative that all Contractors familiarize themselves with the current wage rates before submitting their bids based on these specifications on projects governed by wage rates determined by the State of Washington Department of Labor and Industries and the U.S. Secretary of Labor. If there is a difference between the two in the prevailing rate of wage for a similar classification of labor, the Contractor shall pay not less than the wage which is the higher of the two. G. The Contractor, on or before the date of commencement of work, shall file a statement under oath with the Owner and with the director of Labor and Industries certifying the rate of hourly wage paid and to be paid each classification of laborers, workmen, or mechanics employed upon the work by the Contractor or Subcontractor which shall be not less than the prevailing rate of wage. Such statement and any supplemental statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. H. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and his decision therein shall be final and conclusive and binding on all parties involved in the dispute. CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-70 I. Prior to commencing work, each contractor and each and every subcontractor shall file a sworn statement of intent with the Owner and with the Department of Labor and Industries as to the prevailing wage rate, including fringe benefits, for each job classification to be utilized. J. Each application for payment submitted by a Contractor for payment on a project estimate shall state that prevailing wages have been paid in accordance with the pre -filed statement or statements of intent on file with the Department of Labor and Industries as approved by the Industrial Statistician. K. At the conclusion of the project, the Contractor and its subcontractors shall submit affidavits of wages paid and request for release to the Department of Labor and Industries for certification by the Director. Release of retainage on the contract shall be withheld until certification by the Director has been received by the Owner that the prevailing wage requirements of the law have been satisfied. 18.03 Water Pollution Control Requirements A. The Contractor shall conduct the Work in accordance with all applicable pollution control laws. The Contractor shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the Work. 18.04 Prevention of Environmental Pollution & Preservation of Public Natural Resources A. The following list represents those federal, state and local statutes, ordinances and regulations pertinent to the preservation of public natural resources currently known to the Owner that may affect or are affected by the work. Bidders shall review such materials and related regulations prior to submitting bids. 1. Federal. National Environmental Policy Act of 1969, 42 USGC 4321 et. seq; Executive Order 11514; Clean Water Act, 33 USGC 1251 et seq. 2. STATE. Water Pollution Control Act, Chapter 90.48 RCW; State Environmental Policy Act of 1971, Chapter 43.21 C RCW and WAC Chapter 197-11; Noise Control Act of 1974, Chapter 70.107 RCW; Washington Clean Air Act, Chapter 70.94 RCW and WAC Chapter 173-400; Shoreline Management Act of 1971; Chapter 90.58 RCW. END OF SECTION CITY OF BREMERTON STANDARD GENERAL CONDITIONS 00721-71 THIS PAGE LEFT INTENTIONALLY BLANK. I 1 r ll� 1 L1 1 r 1 SUPPLEMENTARY CONDITIONS SECTION 00731 GENERAL These Supplementary Conditions (SC's) amend or supplement the Standard General Conditions (General Conditions) of the Construction Contract and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE 3 — CONTRACTS DOCUMENTS; INTENT, AMENDING, REUSE SC — 3.03.13. Delete Paragraph 3.03.B.1.a of the General Conditions in its entirety and insert the following in its place: a. In resolving conflicts resulting from errors or discrepancies in any of the Contract r; Documents, the order of precedence shall be as follows: 1. Permits from other agencies as may be required by law 2. Change Orders 3. Agreement 4. Addenda 5. Contractor's Bid (Bid Form) 6. Supplementary Conditions 7. General Conditions 8. Technical Specifications 9. Referenced Standard Specifications 10. Drawings _ With reference to the Drawings the order of precedence is as follows: a. Dimensions govern over scaled dimensions. b. Detail drawings govern over general drawings. c. Addenda and Change Order drawings govern over any other drawings. d. Contract Drawings govern over standard drawings. ARTICLE 5 — BONDS AND INSURANCE SC — 5.04.G Delete Paragraph 5.04.G of the General Conditions in its entirety and replace it with the following: G. The Contractor shall provide the Owner and all additional insureds with written notice of any policy cancellation within two days of receipt of such notice. Failure to maintain the insurance required shall constitute a material breach of contract, upon which Owner may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Owner on demand, or at the sole discretion of the Owner, offset against funds due the Contractor from the owner. EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT SUPPLEMENTARY CONDITIONS IAPRIL 2018 00731-1 J ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES SC — 6.02.E Add the following at the end of Section 6.02: Regular working hours shall be 8 hours per day, with maximum 1 hour for lunch break, 5 days per week, Monday thru Friday (excluding City of Bremerton recognized holidays), no more than 40 work hours per week. The hours of work may be between 7 a.m. and 5 p.m. Work outside these parameters is not permitted unless requested by the Contractor in writing and approved by the Owner in writing. A 10 -hour day, four days per week, will be permitted, but must be requested in writing prior to the actual work. The Contractor shall submit their work schedule at the pre -construction meeting. Any change in schedule shall be requested minimum 72 hours before the actual change. When work hours are greater than 8 hours per day (or 10 hours per day if approved) or more than 40 hours per week, this shall be considered overtime. The Contractor shall notify the Owner minimum 72 hours before the actual work when intending to work overtime. SC — 6.20.A.10 Add the following paragraph to Section 6.20 A. 10. CONTRACTOR may rely upon the general accuracy of the technical data contained in reports and drawings located in the appendices, except for such physical dimensions that can be field verified. The reports and drawings shall not be understood to be and are NOT Contract Documents. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from 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 Owner and/or the Engineer. SC — 6.20.E. Add the following at the end of Paragraph 6.20 of the General Conditions: E. The provisions of this section shall survive the expiration or termination of this contract. I END OF SECTION 1 EASTSIDE TREATMENT PLANT OUTFALL REPLACEMENT PROJECT SUPPLEMENTARY CONDITIONS APRIL 2018 00731-2 14/17/2018 abouttlank State of Washington } Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 4/17/2018 County Trade Job Classification Wage Holiday Overtime 11 1 Note Kitsap Asbestos Abatement Workers Journey Level $46.57 5D 1H Kitsap Brick Mason Journey Level $55.82 5A 1M Kitsap Brick Mason Pointer -Caulker -Cleaner $55.82 5A 1M Kitsap Carpenters Acoustical Worker $57.18 5D 4C Kitsap Carpenters Bridge, Dock And Wharf $57.18 5D 4C Carpenters Kitsap Carpenters Carpenter $57.18 5D 4C Kitsap Carpenters Carpenters on Stationary Tools $57.31 5D 4C Kitsap Carpenters Creosoted Material $57.28 5D 4C Kitsap Carpenters Floor Finisher $57.18 5D 4C Kitsap Carpenters Floor Layer $57.18 5D 4C Kitsap Carpenters Scaffold Erector $57.18 5D 4C Kitsap Divers Et Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) Kitsap Divers Et Tenders Dive Supervisor/Master $72.97 5D 4C Kitsap Divers Et Tenders Diver $110.54 5D 4C 8V Kitsap Divers Et Tenders Diver On Standby $67.97 5D 4C Kitsap Divers Et Tenders Diver Tender $61.65 5D 4C Kitsap Divers Et Tenders Manifold Operator $61.65 5D 4C Kitsap Divers Et Tenders Manifold Operator Mixed Gas $66.65 5D 4C Kitsap Divers Et Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician Kitsap Divers Et Tenders Remote Operated Vehicle Tender $57.43 5A 4C Kitsap Dredge Workers Assistant Engineer $56.44 5D 3F Kitsap Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F Kitsap Dredge Workers Boatmen $56.44 5D 3F Kitsap Dredge Workers Engineer Welder $57.51 5D 3F Kitsap Dredge Workers Leverman, Hydraulic $58.67 5D 3F Kitsap Dredge Workers Mates $56.44 5D 3F Kitsap Dredge Workers Oiler $56.00' 5D 3F Kitsap Electrical Fixture Maintenance Journey Level $31.74 1 Workers abouttlank 1/14 4/17/2018 about:blank 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 Cable Splicer $79.43 5A 4D Construction Kitsap Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction Kitsap Electricians - Powerline Groundperson $46.28 5A 4D Construction Kitsap Electricians - Powerline Heavy Line Equipment Operator $69.75 5A 4D Construction Kitsap Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction Kitsap Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction Kitsap Electricians - Powerline Meter Installer $46.28 5A 4D 8W Construction Kitsap Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction Kitsap Electricians - Powerline Powderperson $52.20 5A 4D Construction Kitsap Electronic Technicians Journey Level $45.91 7E 1D Kitsap Fabricated Precast Concrete Journey Level - In -Factory Work $13.50 1 Products Only Kitsap Fence Erectors Fence Erector $13.80 1 Kitsap Fence Erectors Fence Laborer $11.60 1 Kitsap Inland Boatmen Boat Operator $61..41 5B 1K Kitsap Inland Boatmen Cook $56.48 5B 11_K Kitsap Inland Boatmen Deckhand $57.48 5B 1K Kitsap Inland Boatmen Deckhand Engineer $58.81 5B 1 K Kitsap Inland Boatmen Launch Operator $58.89 5B 1K Kitsap Inland Boatmen Mate $57.31 5B 1K Kitsap Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $11.50 1 Sewer Et Water Systems By Operator Remote Control Kitsap Inspection /Cleaning/SealingOff Grout Truck Operator $11.50 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 Ironworkers Journeyman $67.88 7N 1_0 Kitsap Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed Kitsap Laborers Airtrac Drill Operator $48.02 7A 31 Kitsap Laborers Ballast Regular Machine $46.57 7A 31 Kitsap Laborers Batch Weighman $39.48 7A 31 Kitsap Laborers Brick Pavers $46.57 7A 31 2/14 about:blank 4/17/2018 about:blank Kitsap Laborers Brush Cutter $46.57 7A 31 Kitsap Laborers Brush Hog Feeder $46.57 7A 31 Kitsap Laborers Burner $46.57 7A 31 Kitsap Laborers Caisson Worker $48.02 7A 31 Kitsap Laborers Carpenter Tender $46.57 7A 31 Kitsap Laborers Caulker $46.57 7A 31 Kitsap Laborers Cement Dumper -paving $47.44 7A 31 Kitsap Laborers Cement Finisher Tender $46.57 7A 31 Kitsap Laborers Change House Or Dry Shack $46.57 7A 31 Kitsap Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 Kitsap Laborers Chipping Gun(30 Lbs. And Over) $47.44 7A 31 Kitsap Laborers Choker Setter $46.57 7A 31 Kitsap Laborers Chuck Tender $46.57 7A 31 Kitsap Laborers Clary Power Spreader $47.44 7A 31 Kitsap Laborers Clean-up Laborer $46.57 7A 31 Kitsap Laborers Concrete Dumper/chute Operator $47.44 7A 31 Kitsap Laborers Concrete Form Stripper $46.57 7A 31 Kitsap Laborers Concrete Placement Crew $47.44 7A 31 Kitsap Laborers Concrete Saw Operator/core $47.44 7A 31 Driller Kitsap Laborers Crusher Feeder $39.48 7A 31 Kitsap Laborers Curing Laborer $46.57 7A 31 Kitsap Laborers Demolition: Wrecking Et Moving $46.57 7A 31 (incl. Charred Material) Kitsap Laborers Ditch Digger $46.57 7A 31 Kitsap Laborers Diver $48.02 7A 31 Kitsap Laborers Drill Operator $47.44 7A 31 (hydraulic, diamond) Kitsap Laborers Dry Stack Walls $46.57 7A 31 Kitsap Laborers Dump Person $46.57 7A 31 Kitsap Laborers Epoxy Technician $46.57 7A 31 Kitsap Laborers Erosion Control Worker $46.57 7A 31 Kitsap Laborers Faller Et Bucker Chain Saw $47.44 7A 31 Kitsap Laborers Fine Graders $46.57 7A 31 Kitsap Laborers Firewatch $39.48 7A 31 Kitsap Laborers Form Setter $46.57 7A 31 Kitsap Laborers Gabian Basket Builders $46.57 7A 31 Kitsap Laborers General Laborer $46.57 7A 31 Kitsap Laborers Grade Checker Et Transit Person $48.02 7A 31 Kitsap Laborers Grinders $46.57 7A 31 Kitsap Laborers Grout Machine Tender $46.57 7A 31 Kitsap Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams Kitsap Laborers Guardrail Erector $46.57 7A 31 Kitsap Laborers Hazardous Waste Worker (level A) $48.02 7A 31 Kitsap Laborers Hazardous Waste Worker (level B) $47.44 7A 31 Kitsap Laborers Hazardous Waste Worker (level C) $46.57 7A 31 abouttlank 3/14 4/17/2018 abouttlank Kitsap Laborers High Scaler $48.02 7A 31 Kitsap Laborers Jackhammer $47.44 7A 31 Kitsap Laborers Laserbeam Operator $47.44 7A 31 Kitsap Laborers Maintenance Person $46.57 7A 31 Kitsap Laborers Manhole Builder-mudman $47.44 7A 31 Kitsap Laborers Material Yard Person $46.57 7A 31 Kitsap Laborers Motorman -dinky Locomotive $47.44 7A 31 Kitsap Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete it Rock, Sandblast, Gunite, Shotcrete, Water Bla Kitsap Laborers Pavement Breaker $47.44 7A 31 Kitsap Laborers Pilot Car $39.48 7A 31 Kitsap Laborers Pipe Layer Lead $48.02 7A 31 Kitsap Laborers Pipe Layer/tailor $47.44 7A 31 Kitsap Laborers Pipe Pot Tender $47.44 7A 31 Kitsap Laborers Pipe Reliner $47.44 7A 31 Kitsap Laborers Pipe Wrapper $47.44 7A 31 Kitsap Laborers Pot Tender $46.57 7A 31 Kitsap Laborers Powderman $48.02 7A 31 Kitsap Laborers Powderman's Helper $46.57 7A 31 Kitsap Laborers Power Jacks $47.44 7A 31 Kitsap Laborers Railroad Spike Puller - Power $47.44 7A 31 Kitsap Laborers Raker - Asphalt $48.02 7A 31 Kitsap Laborers Re timberman $48.02 7A 31 Kitsap Laborers Remote Equipment Operator $47.44 7A 31 Kitsap Laborers Rigger/signal Person $47.44 7A 31 Kitsap Laborers Rip Rap Person $46.57 7A 31 Kitsap Laborers Rivet Buster $47.44 7A 31 Kitsap Laborers Rodder $47.44 7A 31 Kitsap Laborers Scaffold Erector $46.57 7A 31 Kitsap Laborers Scale Person $46.57 7A 31 Kitsap Laborers Sloper (over 20") $47.44 7A 31 Kitsap Laborers Sloper Sprayer $46.57 7A 31 Kitsap Laborers Spreader (concrete) $47.44 7A 31 Kitsap Laborers Stake Hopper $46.57 7A 31 Kitsap Laborers Stock Piler $46.57 7A 31 Kitsap Laborers Tamper Et Similar Electric, Air Et $47.44 7A 31 Gas Operated Tools Kitsap Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) Kitsap Laborers Timber Person- Sewer (tagger, $47.44 7A 31 Shorer Et Cribber) Kitsap laborers Toolroom Person (at Jobsite) $46.57 7A 31 Kitsap Laborers Topper $46.57 7A 31 T k L b $46 57 7A 31 Kitsap Laborers rac a orer abouttlank 4/14 11 s 4/17/2018 aboutblank Kitsap Laborers Track Liner (power) $47.44 7A 31 Kitsap Laborers Traffic Control Laborer $42.22 7A 31 8R Kitsap Laborers Traffic Control Supervisor $42.22 7A 31 811 Kitsap Laborers Truck Spotter $46.57 7A 31 Kitsap Laborers Tugger Operator $47.44 7A 31 Kitsap Laborers Tunnel Work -Compressed Air $92.60 7A 31 8Q Worker 0-30 psi Kitsap Laborers Tunnel Work -Compressed Air $97.63 7A 31 8Q Worker 30.01-44.00 psi Kitsap Laborers Tunnel Work -Compressed Air $101.31 7A 31 8Q Worker 44.01-54.00 psi Kitsap Laborers Tunnel Work -Compressed Air $107.01 7A 31 8Q Worker 54.01-60.00 psi Kitsap Laborers Tunnel Work -Compressed Air $109.13 7A 31 8Q Worker 60.01-64.00 psi Kitsap Laborers Tunnel Work -Compressed Air $114.23 7A 31 8Q Worker 64.01-68.00 psi Kitsap Laborers Tunnel Work -Compressed Air $116.13 7A 31 8Q Worker 68.01-70.00 psi Kitsap Laborers Tunnel Work -Compressed Air $118.13 7A 31 8Q Worker 70.01-72.00 psi Kitsap Laborers Tunnel Work -Compressed Air $120.13 7A 31 8Q Worker 72.01-74.00 psi Kitsap Laborers Tunnel Work-Guage and Lock $48.12 7A 31 80 Tender Kitsap Laborers Tunnel Work -Miner $48.12 7A 31 8Q Kitsap Laborers Vibrator $47.44 7A 31 Kitsap Laborers Vinyl Seamer $46.57 7A 31 Kitsap Laborers Watchman $35.88 7A 31 Kitsap Laborers Welder $47.44 7A 31 Kitsap Laborers Well Point Laborer $47.44 7A 31 Kitsap Laborers Window Washer/cleaner $35.88 7A 31 Kitsap Laborers - Underground Sewer 8t General Laborer & Topman $46.57 7A 31 Water Kitsap Laborers - Underground Sewer &t Pipe Layer $47.44 7A 31 Water Kitsap Metal Fabrication (In Shop), Fitter $26.96 1 Kitsap Metal Fabrication In Shop). Laborer $11.50 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 Painters Journey Level $41.60 6Z 2B Kitsap Pile Driver Crew Tender $52.37 5D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed $71.35 5D 4C Air Worker 0-30.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $76.35 5D 4C Air Worker 30.01 - 44.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $80.35 5D 4C Air Worker 44.01 - 54.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $85.35 5D 4C about:blank 5/14 4/17/2018 abouttlank Air Worker 54.01 - 60.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $87.85 5D 4C Air Worker 60.01 - 64.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $92.85 5D 4C Air Worker 64.01 - 68.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $94.85 5D 4C Air Worker 68.01 - 70.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $96.85 5D 4C Air, Worker 70.01 - 72.00 PSI Kitsap Pile Driver Hyperbaric Worker - Compressed $98.85 5D 4C Air Worker 72.01 - 74.00 PSI Kitsap Pile Driver Journey Level $57.43 5D 4C Kitsap Plumbers if Pipefitters Journey Level $67.47 5A 1_G Kitsap Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P Kitsap Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P Kitsap Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P Kitsap Power Equipment Operators Batch Plant Operator, Concrete $59.96 7A 3C 8P Kitsap Power Equipment Operators Bobcat $56.90 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment Kitsap Power Equipment Operators Brooms $56.90 7A 3C 8P Kitsap Power Equipment Operators Bump Cutter $59.96 7A 3C 8P Kitsap Power Equipment Operators Cableways $60.49 7A 3C 8P Kitsap Power Equipment Operators Chipper $59.96 7A 3C 8P Kitsap Power Equipment Operators Compressor $56.90 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M Kitsap Power Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P Screed Kitsap Power Equipment Operators Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. Kitsap Power Equipment Operators Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m Kitsap Power Equipment Operators Conveyors $59.49 7A 3C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over Kitsap Power Equipment Operators Cranes: 20 Tons Through 44 Tons $59.96 7A 3C 8P With Attachments Kitsap Power Equipment Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 300 tons and over or 300' $62.33 7A 3C 8P of boom including jib with attachments Kitsap Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P Under 150' Of Boom (including Jib With Attachments) about.bla nk 6/14 [t y 1 1 4/17/2018 abouttlank Kitsap Power Equipment Operators Cranes: A -frame - 10 Tons And $56.90 7A 3C 8P aboutblank Per Hour Over Mechanic) 7/14 (Under - - - Kitsap Power Equipment Operators Cranes: Friction cranes through $61.72 7A 3C 8P 199 tons Kitsap Power Equipment Operators Cranes: Through 19 Tons With$59.49 7A 3C 8P Attachments A -frame Over 10 Tons Kitsap Power Equipment Operators Crusher $59.96 7A 3C 8P Kitsap Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) Kitsap Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P Kitsap Power Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P Crane Mount Kitsap Power Equipment Operators Drilling Machine $61.10 7A 3C 8P Kitsap Power Equipment Operators Elevator And Man -lift: Permanent $56.90 7A 3C 8P And Shaft Type Kitsap Power Equipment Operators Finishing Machine, Bidwell And $59.96 7A 3C 8P Gamaco Et Similar Equipment Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Attachments Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Attachments Kitsap Power Equipment Operators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc Kitsap Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P Kitsap Power Equipment Operators Guardrail Punch $59.96 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating $60.49 7A 3C 8P Off- Road Equipment 45 Yards. Et Over Kitsap Power Equipment Operators Hard Tail End Dump Articulating $59.96 7A 3C 8P Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators Horizontal/ directional Drill $59.49 7A 3C 8P Locator Kitsap Power Equipment Operators Horizontal/directional Drill $59.96 7A 3C 8P Operator Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 $59.49 7A 3C 8P Tons Kitsap Power Equipment Operators Hydralifts/boom Trucks, 10 Tons $56.90 7A 3C 8P And Under Kitsap Power Equipment Operators Loader, Overhead 8 Yards. Et Over $61.10 7A 3C 8P Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Not Including 8 Yards Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P Kitsap Power Equipment Operators Locomotives, All $59.96 7A 3C 8P Kitsap Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P Kitsap Power Equipment Operators Mechanics, All (leadmen - $0.50 $61.10 7A 3C 8P aboutblank Per Hour Over Mechanic) 7/14 4/17/2018 p q- abouttlank Kitsap Power Equipment Operators Service Engineers - Equipment $59.49 7A Kitsap Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P $59.49 7A Kitsap Power Equipment Operators Mucking Machine, Mote, Tunnel $60.49 7A 3C 8P $60.49 7A Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators _. Oil Distributors, Blower $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator Kitsap Power Equipment Operators Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato Kitsap Power Equipment Operators Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P Tons Through 44 Tons Kitsap Power Equipment Operators Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P And Over Kitsap Power Equipment Operators Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P Through 99 Tons Kitsap Power E ui ment Operators P P q- Pavement Breaker $56.90 7A 3C 8P Kitsap Power Equipment Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) Kitsap Power Equipment Operators Plant Oiler -Asphalt, Crusher $59.49 7A 3C 8P Kitsap Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P Kitsap Power Equipment Operators . Power Plant $56.90 7A 3C 8P Kitsap Power Equipment Operators Pumps - Water $56.90 7A 3C 8P Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Kitsap Power Equipment Operators Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Feet In Height Based To Boom Kitsap Power Equipment Operators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving ';Equipment Kitsap Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P Kitsap Power Equipment Operators Rigger/Signal Person, Bellman $59.49 7A 3C 8P Kitsap Power Equipment Operators (Certified) Rollagon $60.49 7A 3C 8P - Kitsap Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P Kitsap Power Equipment Operators Roller, Plant Mix Or Multi -lift $59.49 7A 3C 8P Materials Kitsap Power Equipment Operators Roto -mill, Roto -grinder $59.96 7A 3C 8P Kitsap Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P Kitsap :Power Equipment Operatorsp Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Yards Kitsap Power Equipment Operators Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Kitsa Power E uipment Operators Scrapers Self-propelled: 45 Yards $60.49 7A 3C 8P 3C 8P 3C 8P 3C 8P 3C Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $61.10 7A 3C abouttlank 8P 8P 8P 1 8/14 And Over Kitsap Power Equipment Operators Service Engineers - Equipment $59.49 7A Kitsap Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A Kitsap Power Equipment Operators Shovel , Excavator, Backhoe, $59.49 7A Tractors Under 15 Metric Tons. Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over $60.49 7A 30 Metric Tons To 5C Metric Tons 3C 8P 3C 8P 3C 8P 3C Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $61.10 7A 3C abouttlank 8P 8P 8P 1 8/14 4/17/2018 about:blank Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons Kitsap Power Equipment Operators Slipform Pavers $60.49 7A 3C 8P Kitsap Power Equipment Operators Spreader, Topsider Et Screedman $60.49 7A 3C 8P Kitsap Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height $61.10 7A 3C 8P Base To Boom Kitsap Power Equipment Operators Tower Crane: over 175' through $61.72 7A 3C 8P 250' in height, base to boom Kitsap Power Equipment Operators Tower Cranes: over 250' in height $62.33 7A 3C 8P from base to boom Kitsap Power Equipment Operators Transporters, All Track Or Truck $60.49 7A 3C 8P Type Kitsap Power Equipment Operators Trenching Machines $59.49 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over Kitsap Power Equipment Operators Truck Crane Oiler/driver Under $59.49 7A 3C 8P 100 Tons Kitsap Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 3C 8P Kitsap Power Equipment Operators Welder $60.49 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P Kitsap Power Equipment Operators- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Batch Plant Operator, Concrete $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bobcat $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment Kitsap Power Equipment Operators- Brooms $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bump Cutter $59.96 7A 3C 8P ` Underground Sewer Et Water Kitsap Power Equipment Operators- Underground Sewer Et Water Cableways $60.49 7A 3C 8P Kitsap Power Equipment Operators- Chipper $59.96 7A 3C 8P Kitsap Underground Sewer Et Water Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Underground Sewer Et Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M $60.49 7A 3C 8P Kitsap Power Equipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground Sewer Et Water Screed about:blank 9/14 4/17/2018 abouttlank Kitsap Power Equipment Operators- Concrete Pump - Mounted Or $59.49" 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. Kitsap Power Equipment Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m Kitsap Power Equipment Operators- Conveyors $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes Friction: 200 tons and $62.33 7A 3C 8P Underground Sewer Et Water over Kitsap Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $59.96; 7A 3C 8P Underground Sewer Et Water With Attachments Kitsap Power Equipment Operators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) Kitsap Power Equipment Operators- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 300 tons and over or 300' $62.33 7A 3C 8P Underground Sewer Et Water of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $60.49 7A 3C 8P Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) Kitsap Power Equipment Operators- Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Underground Sewer Et Water Under Kitsap Power Equipment Operators- Cranes: Friction cranes through $61.72 7A 3C 8P Underground Sewer Et Water 199 tons Kitsap Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 813 Underground Sewer Et Water Attachments A-frame Over 10 Tons Kitsap Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer Et Water (power) Kitsap Power Equipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $59.49 7A 3C 8P Underground Sewer Et Water Crane Mount Kitsap Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Underground Sewer Et Water Elevator And Man-lift: Permanent And Shaft Type $56.90 7A 3C 8P Kitsap Power Equipment Operators- Finishing Machine, Bidwell And $59.96 7A 3C 8P Underground Sewer Et Water Gamaco Et Similar Equipment Kitsap Power Equipment Operators- Forklift: 3000 Lbs And Over With $59.49 7A 3C 8P Underground Sewer Et Water Attachments Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Underground Sewer Et Water Attachments Kitsap Power Equipment Operators- Grade Engineer: Using Blue $59.96 7A 3C 8P Kitsap Underground Sewer Et Water Power Equipment Operators- Prints, Cut Sheets, Etc Gradechecker/stakeman $56.90 7A 3C 8P abouttlank 10/14 4/17/2018 aboutblank Underground Sewer Et Water Kitsap Power Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hard Tail End Dump Articulating $60.49 7A 3C 8P i Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over. Kitsap Power EquipmentOperators- _ Hard Tail End Dump Articulating $59.96 7A 3C 8P Underground Sewer Et Water Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators- Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer Et Water ' Locator Kitsap Power Equipment Operators- Horizontal/ directional Drill $59.96 7A 3C 8P Underground Sewer Et Water Operator Kitsap Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons $56.90 7A 3C 8P Underground Sewer Et Water And Under Kitsap Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $61.10 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Underground Sewer Et Water Not Including 8 Yards Kitsap Power Equipment Operators- Loaders, Overhead Under 6 Yards $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer Et Water -' Kitsap Power Equipment Operators- Locomotives, All $59.96 7A 3C 8P �( Kitsap Underground Sewer Et Water Material Transfer Device $59.96 7A 3C 8P Power Equipment Operators- Underground Sewer Et Water Kitsap Power Equipment Operators- Mechanics, All (leadmen - $0.50 $61.10 7A 3C 8P Underground Sewer Et Water Per Hour Over Mechanic) Kitsap Power Equipment Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Tunnel $60.49 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Kitsap Power Equipment Operators- Operator Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato Kitsap Power Equipment Operators- Overhead, Bridge Type Crane: 20 $59.96 7A 3C 8P Underground Sewer Et Water Tons Through 44 Tons Kitsap Power Equipment Operators- Overhead, Bridge Type: 100 Tons $61.10 7A 3C 8P Underground Sewer Et Water And Over Kitsap Power Equipment Operators- Overhead, Bridge Type: 45 Tons $60.49 7A 3C 8P Underground Sewer Et Water Through 99 Tons Kitsap Power Equipment Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pile Driver (other Than Crane $59.96 7A 3C 8P Underground Sewer Et Water Mount) about:blank 11/14 4/17/2018 abouttlank Kitsap Power Equipment Operators- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Power Plant $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Quick Tower - No Cab, Under 100 $56.90 7A 3C 8P Underground Sewer Et Water Feet In Height Based To Boom Kitsap Power Equipment Operators- Remote Control Operator On $60.49 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment Kitsap Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et Water (Certified) Kitsap Power Equipment Operators- Rollagon $60.49 7A 3C 8P -. Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi -lift $59.49 7A 3C 8P Underground Sewer Et Water Materials Kitsap Power Equipment Operators- Roto -mill, Roto -grinder $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Saws - Concrete $59.49: 7A 3C 8P - Kitsap Underground Sewer Et Water Power Equipment Operators- Scraper, Self Propelled Under 45 $59.96 7A 3C 8P Underground Sewer Et Water Yards Kitsap Power Equipment Operators- Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $60.49 7A 3C 8P Underground Sewer Et Water And Over Kitsap Power Equipment Operators- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: Over $60.49 7A 3C 8P Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons Kitsap Power Equipment Operators- Slipform Pavers $60.49 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Spreader, Topsider Et Screedman $60.49 7A 3C 8P about:blank 12/14 4/17/2018 abouttlank Underground Sewer Et Water Kitsap Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 813 Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Crane Up To 175' In Height $61.10 7A 3C 8P Underground Sewer Et Water Base To Boom Kitsap Power Equipment Operators- Tower Crane: over 175' through $61.72 7A 3C 8P Underground Sewer Et Water 250' in height, base to boom Kitsap Power Equipment Operators- Tower Cranes: over 250' in height $62.33 7A 3C 8P Underground Sewer Et Water from base to boom Kitsap Power Equipment Operators- Transporters, All Track Or Truck $60.49 7A 3C 8P Underground Sewer Et Water Type Kitsap Power Equipment Operators- Underground Sewer Et Water Trenching Machines $59.49 7A 3C 8P Kitsap Power Equipment Operators- Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Underground Sewer Et Water Tons And Over Kitsap Power Equipment Operators- Truck Crane Oiler/driver Under $59.49 7A 3C 8P Under round Sewer Et Water g 100 Tons Kitsap Power Equipment Operators- Underground Sewer Et Water Truck Mount Portable Conveyor $59.96 7A 3C 8P Kitsap Power Equipment Operators- Welder $60.49 7A 3C 8P Kitsap Underground Sewer Et Water Power Equipment Operators- Wheel Tractors, Farman Type $56.90 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underground Sewer Et Water Kitsap Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1 E Kitsap Shipbuilding Et ShipRepair CARPENTER $19.29 1 ' Kitsap Shipbuilding Et Ship Repair ELECTRICIAN $25.53 1 Kitsap Shipbuilding Et Ship Repair Heat EtFrost Insulator $67.93 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 $41.60 6Z 2B Kitsap Shipbuilding Et ShipRepair PIPEFITTER $19.29 1 Kitsap Shipbuilding Et ShipRepair 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 ShipRepair WELDER/BURNER $19.29 1 Kitsap Sign Makers Et Installers Journey Level $20.58 1 (Electrical). Kitsap Sign Makers Et Installers (Non- Journey Level $11.50 1 Electrical). Kitsap Surveyors Assistant Construction Site $59.49 7A 3C 8P Surveyor Kitsap Surveyors Chainman $58.93 7A 3C 8P Kitsap Surveyors Construction Site Surveyor $60.49 7A 3C 8P Kitsap Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA -Joint Council 28) abouttlank 13/14 4/17/2018 abouttlank Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. WA- $51.86 5D 3A 8L Joint Council 28) Kitsap Truck Drivers Dump Truck $19.60 1 Kitsap Truck Drivers Dump Truck And Trailer $19.60 1 Kitsap Truck Drivers Other Trucks $18.37 1 Kitsap Truck Drivers Transit Mixer $20.79 1 Kitsap Well Drillers & Irrigation Pump Irrigation Pump Installer $13.17 1 Installers Kitsap Well Drillers It Irrigation Pump Oiler $14.08 1 Installers Kitsap Well Drillers $ Irrigation Pump Well Driller $14.40 1 Installers about:blank 14/14 1 1 r Benefit Code Ke — Effective 3/3/2018 thru 8/30/2018 Y 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. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone 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. 1), All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Ke — Effective 3/3/2018 thru 8 30/2018 Y/ Overtime Codes Continued , O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any 0 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. L -1 2. 3. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 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. 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 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. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. 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. October 14th Holidays be for H. All work performed on Sundays between March 16th and and all shall compensated 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 one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked 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. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 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'/2) 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. 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). Q — 18 thru 8/30/2018 Benefit Code Key Effective 3/3/20 Holiday Codes Continued D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). 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). 1 L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). 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 Day, 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 Day 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 Day, 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). Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 6. H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). 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 �r 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 observed 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. P. Holidays: New Year's Day, Memorial Day, Independence 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 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving after Holiday Codes Continued Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The preceding Friday shall be a regular work day. Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Day, Christmas Day, the day a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed observed as a holiday on the preceding Friday. as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). , S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. Day, President's Day, Memorial Day, M. Paid Holidays: New Year's Day, The Day after or before New Year's Independence Day, Labor Day, Thanksgiving Day, the Friday 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 Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after holiday Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence 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. Day, the Friday Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving 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 a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Day, Christmas Day, the day Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving and 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, Independence 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. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued T. 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 Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. aNote Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $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. T. Effective August 31, 2012 — 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. This classification is only effective on or after August 31, 2012. P] 8. Benefit Code Key — Effective 3/3/2018 thru 8/30/2018 Note Codes Continued U. Workers on hazmat projects receive additional hourly premiums 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 (15 0) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. 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 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220'- $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. I 10 1 1 1 1 11 7 TECHNICAL SPECIFICATIONS THIS PAGE LEFT INTENTIONALLY BLANK. 1 Ll 1 SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.1 The Requirement A. The Eastside Treatment Plant Outfall Replacement Project will upgrade the City's existing Eastside Wastewater Treatment Plant Outfall. This will include lining approximately 60 -feet of 20 -inch diameter cast iron pipe, replacing approximately 220 feet of the existing 20 -inch diameter outfall with 36 -inch reinforced concrete pipe, removing the existing diffuser section and replacing it with a 36 -inch single port diffuser valve. B. The WORK to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER. 1.2 Work Covered by Contract Documents A. Description of Work: 16-1912 1. Cured -in-place pipe (CIPP) lining 2. Removal of existing cast iron pipe 3. Installation of 36 -inch reinforced concrete pipe 4. Removal and disposal of the existing diffuser section 5. Water Quality Monitoring 6. Installation of 36 -inch single -port diffuser valve, with anchoring 7. Removal of abandoned storm pipe on beach 8. Site restoration and beach nourishment The above summary of principal features of the Work does not in any way limit the responsibility of the CONTRACTOR to perform all work and furnish all equipment, labor and materials required by the specifications and drawings. The drawings and specifications shall be considered and used together. Anything Summary of Work 01010-1 1.3 1.4 1.5 appearing as a requirement of either shall be accepted as applicable to both even though not so stated therein or shown. The CONTRACTOR shall carefully coordinate all WORK and shall be responsible for all associated labor, material, and equipment costs required to complete this work. Contract Method A. The work will be considered and paid for by lump sum and unit pricing per Section 01025. Contractor Use of Site A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices. Construction activities shall be contained within the limits shown in the Contract Drawings. The Contractor may not use private property unless permission is received in writing from the property owner. Owner Use of the Site A. The OWNER may utilize all or part of the existing Site facilities during the entire period of construction for the conduct of the OWNER's normal operations. The CONTRACTOR shall cooperate and coordinate with the OWNER to facilitate the OWNER's operations and to minimize interference with the CONTRACTOR's operations at the same time. In any event, the OWNER shall be allowed access to the Site during the period of construction. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 16-1912 Summary of Work 01010-2 SECTION 01025 MEASUREMENT AND PAYMENT PARTI GENERAL Measurement and Payment will be in accordance with the prices set forth in the proposal for individual work items. Where work is required but does not appear as a separate item in the proposal, the cost for that work shall be included and absorbed in the prices named in the proposal. CONTRACTOR shall make a careful assessment when preparing the bid. N 1.1 Scope A. Payment for the various items of the Bid Schedule, as further specified herein, shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the WORK all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of permits and cost of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Washington Division of Industrial Safety and Health Act (WISHA), and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. B. Washington State Department of Revenue Rule 170 applies to this project. For work performed in such cases, the Contractor shall include the retail sales tax on the full contract price. The City will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the bid item prices, or in any other contract amount subject to Rule 170. Contact Washington State Department of Revenue Public Works Section by e-mail at pwc@dor.wa.gov or by phone at 360.725.7588 1.2 Cured in Place Pipe Lining (Bid Item 1) A. Measurement for Cured in Place Pipe Lining shall be based on an installed linear foot basis. 16-1912 Measurement and Payment 01025-1 1.3 iWI B. The unit price for Cured in Place Pipe Lining shall include, but not be limited to, all labor, materials, and equipment required to line the 20 -inch cast iron pipe in accordance with the Contract Documents. Shoring and Trench Excavation Safety Systems (Bid Item 2) A. No measurement shall apply to the lump sum bid item, Shoring and Trench Excavation Safety Systems. B. The lump sum price for Trench Excavation Safety Support Systems shall include complete compensation for all labor, equipment, materials, planning, design, engineering calculations, submittals, furnishing, constructing and removing of all trench boxes, temporary sheeting, shoring, bracing and ancillary systems required by governing regulations and in accordance with the Contract Documents. Partial payment for this bid item may be requested and will be based on an assessed percentage of the amount of subsurface excavation completed. Eastside Treatment Plant Outfall Replacement (Bid Item 3) A. No measurement shall apply to the lump sum bid item, Eastside Treatment Plant Outfall Replacement. B. The lump sum price for Eastside Treatment Plant Outfall Replacement shall cover all elements of this project not included in other bid item categories. Payment will be made on a lump sum basis for the completion of all work to the Eastside Treatment Plant Outfall Replacement. Payment shall be full and complete compensation for all work shown in the drawings and other work required to provide complete and usable facilities including materials, equipment, and labor for construction. Payment shall also include the furnishing of all required record drawings and other documents, certifications, and reporting specified herein. The Contractor shall provide a schedule of values for all of the work which will include quantities and prices of items aggregating the lump sum bid price and will subdivide the work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of work. The schedule of values will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to the Engineer. 1.5 Force Account (Bid Item 4) A. The Force Account bid item has been included for any additional work directed by the City that is not required by the original contract. The amount indicated in the proposal for this bid item is to provide a common bid 16-1912 Measurement and Payment 01025-2 PART 2 PART 3 16-1912 amount. The actual amount paid under this bid item may vary from no payment to the full amount of the bid item. Work performed under this bid item will be initiated with a work directive issued by the City in accordance with General Conditions, Article 12. B. In lieu of the preceding prescribed method of determining payment for force account work, payment may be made at unit prices or lump sum prices agreed to by the City and the Contractor prior to beginning the Force Account work. C. Measurement for Force Account shall be based on a percentage basis or other method as agreed, based on the General Conditions, Article 12. D. Payment for Force Account shall be made at the lump sum or unit price which shall constitute full compensation for any additional work directed by the City that is not required by the original contract. See General Conditions, Article 12. PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION Measurement and Payment 01025-3 THIS PAGE LEFT INTENTIONALLY BLANK. ISECTION 01140 ICONSTRUCTION AND SCHEDULE CONSTRAINTS IPART1 GENERAL 1.1 The Requirement A. WORK shall be scheduled, sequenced, and performed in a manner which minimizes disruption to the public and to the operation and maintenance of existing facilities. B. The CONTRACTOR shall incorporate the construction and schedule constraints of this Section in preparing the construction schedules required under Section 01321 CPM Construction Schedule. The schedules shall include the CONTRACTOR's activities necessary to satisfy all constraints of the Contract Documents. The purpose of this section is to ensure adequate planning and performance of the WORK by the CONTRACTOR in compliance with permits and other regulatory constraints. 1.2 Permits A. The CONTRACTOR shall abide by the conditions of all permits and shall obtain proof of satisfaction of conditions from issuers of permits prior to acceptance of the WORK by the OWNER. This section highlights key permit requirements, not necessarily all permit requirements. Some permits place restrictions on construction timing, work hours and type of construction activity allowed. B. The following copies of permits are included in Appendix C: 1. Hydraulic Project Approval (Washington Department of Fish and Wildlife) 2. Shoreline Exemption 3. Nationwide Permit (NWP) 7, Outfall Structures and Associated Intake Structures 4. Department of Natural Resources (DNR) Lease Amendment 1.3 Schedule Constraints 16-1912 Construction and Schedule Constraints 01140-1 1.4 1.5 A. General: It is the CONTRACTOR'S responsibility to coordinate and plan the construction activities to integrate each schedule constraint into performance of the overall work. B. Contract Time: All work shall be completed within contract time specified in the Contract Documents. C. The listing of schedule constraints below does not mean that all constraints or special conditions have been identified. The list does not substitute for the CONTRACTOR's coordination and planning for completion of the work within the Contract Times. D. Contract Times: All work shall be completed within the contract times specified in Article 2 of the Contract Agreement. No on-site construction activities shall occur before the start date indicated in the Notice to Proceed. E. Work Hours and Work Days. See Standard General Conditions, Section 6.02. F. Construction Limits. The CONTRACTOR's work limits (construction limits) shall be as indicated in the Contract Drawings. An access path to and through the site shall be maintained at all times for use by the OWNER for the purpose of accessing and maintaining OWNER's facilities. G. Erosion and Sedimentation Control (ESC) Implementation Plan. The CONTRACTOR prepare and submit an ESC Implementation Plan in accordance with all best management practices (BMPs). The plan shall be submitted and approved by the OWNER prior to preforming any site work. All ESC controls and barrier fencing shall be constructed prior to beginning any land- disturbing construction work. See Section 02370 for additional requirements. Property Constraints A. Structures damaged as a result of the CONTRACTOR's work activities shall be repaired to their original condition as directed by the OWNER and at the CONTRACTOR's expense. Construction Constraints A. In -Water Work Window: Construction of the outfall pipe improvements must occur within a permitted in -water work window. The time window is anticipated to run from August 1St until February 15t'', but final permit dates govern and may supersede these dates. See Permits in Appendix C for final dates. 12 Use of Outfall Pipe: The pipe being modified/replaced is an outfall pipe associated with the City of Bremerton's East Side Treatment Plant, which is a 16-1912 Construction and Schedule Constraints 01140-2 Ll combined sewer overflow (CSO) treatment facility and only operates a few times each year when rainfall drives flows to exceed the capacity of the standard conveyance and treatment system. In the event that rainfall is anticipated, the outfall pipe must be available for use. Therefore, construction in drier weather is strongly encouraged. 1.6 Construction Sequencing A. Below is an anticipated sequence of work. Contractor shall be responsible for the actual sequence of work, complying with all permit requirements. Installation and monitoring of water quality BMPs is considered continuous associated with each step of the construction sequence. 1. Set barrier(s) to protect pickleweed on beach area 2. Set buoys on pipe outfall, transition point connection (existing 20 -inch cast iron pipe connection to 36 -inch concrete pipe), and expose location of 20 -inch cast iron pipe near seawall 3. Install shoring at seawall connection, cut 20 -inch cast iron pipe, and line with CIPP. 4. Setup barge(s), anchor lines, and ancillary systems for excavation and construction. 5. Install shoring system along 20 -inch cast iron pipe to be replaced. 6. Excavate along 20 -inch cast iron pipe, starting at southern end to find connection joint with existing concrete pipe. Remove pipe and replace with 36 -inch pipe along the way, bedding new pipe with imported pipe zone material. 7. Make final cut of remaining, lined, cast iron pipe and complete connection. 8. Video inspect exterior of all pipe segment connections, including mechanical connections, with Engineer observing live video inspection. 9. Backfill pipe trench with native backfill. 10. Remove shoring system along new 36 -inch concrete pipe. 11. Remove existing diffuser system. Install shoring system at diffuser area, if necessary. 16-1912 Construction and Schedule Constraints 01140-3 [W.M I I i PART 3 16-1912 12. Clean interior of remaining outfall pipe and install new diffuser piping valve. 13. Install helical anchors at diffuser valve and connect to diffuser pipe/valve as indicated in the drawings. 14. Perform video inspection of pipe exterior. 15. Remove storm pipe from beach area 16. Remove barrier(s) protecting pickleweed on beach area 17. Import and place beach nourishment material 18. Request contract completion. PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION Construction and Schedule Constraints 01140-4 SECTION 01297 SCHEDULE OF VALUES PART1 GENERAL 1.1 General A. This Section defines the process whereby the Schedule of Values (lump sum and per unit price breakdown) shall be developed. The Schedule of Values shall be developed independent but simultaneous with the development of the CPM Schedule activities and logic. 1.2 Schedule of Values A. The CONTRACTOR shall submit a preliminary Schedule of Values for the major components of the WORK at the Preconstruction Conference in accordance with Section 01311 — Project Meetings. The listing shall include, at a minimum, the proposed value for the following major WORK components: 1. CIPP Lining 2. Shoring and Trench Excavation Safety System 3. Mobilization/Demobilization: Maximum ten (10) percent of Contract Price 4. Water Quality Monitoring 5. 36 -inch Reinforced Concrete Pipe 6. 20 -inch CIP Connection 7. Existing Diffuser Removal 8. 36 -inch Ductile Iron Pipe 9. Pipe/Diffuer Anchorage 10. Diffuser 11. Video Inspection 12. Abandoned Storm Pipe Removal 13. Vegetation Protection 16-1912 Schedule of Values 01297-1 14. Surface Restoration/Beach Nourishment 15. Barge/Tug Boat/Watercraft Support 16. Force Account B. The CONTRACTOR and OWNER shall meet and jointly review the preliminary Schedule of Values and make any adjustments in value allocations if, in the opinion of the OWNER, these are necessary to establish fair and reasonable allocation of values for the major WORK components. Front end loading will not be permitted. The OWNER may require reallocation of major WORK components from items in the above listing if in the opinion of the OWNER such reallocation is necessary. This review and any necessary revisions shall be completed within fifteen (15) days from the date of Notice to Proceed. C. The CONTRACTOR shall prepare and submit a detailed Schedule of Values to the OWNER at the second weekly construction meeting. The detailed Schedule of Values shall be based on the accepted preliminary Schedule of Values for major WORK components. The OWNER shall be the sole judge of acceptable numbers, details and description of values established. If, in the opinion of the OWNER, a greater number of Schedule of Values items than proposed by the CONTRACTOR is necessary, the CONTRACTOR shall add the additional items so identified by the OWNER. The first payment request will not be processed until the Owner has approved the detailed Schedule of Values. D. Work changes which add activities not included in the original WORK shall have values assigned as approved by the OWNER. Other activity values shall be reduced to provide equal value adjustment increases for added activities as approved by the OWNER. 17:��III_►� 17:QI_I[cj 16-1912 PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION Schedule of Values 01297-2 SECTION 01300 CONTRACTOR SUBMITTALS PART1 GENERAL 1.1 General A. Prepare Submittal Control Document using Microsoft Excel which shall include a generic description of work/material covered, related specification section numbers, category of submittal, name of subcontractor, activity or event number on progress schedule, scheduled date for first submission, and anticipated date materials are required on site. The document shall be in chronological order for "first" submittals and by section order for technical submittals. The Contractor shall submit the Submittal Control Document in two forms: 1. One copy of the Submittal Control Document in electronic format 2. Three copies printed on 8-1/2 by 11 -inch paper or larger 1.2 Pre -Construction Conference Submittals A. At the Pre -construction Conference referred to in Section 01311 — Project Meetings, the CONTRACTOR shall submit the following items to the OWNER for review in addition to the items to be submitted as noted in Paragraph 1.1 above. After the Pre -construction Conference, the OWNER shall review the items submitted at the conference and may request further information for any of those items which are determined to be incomplete or insufficient. If such a request is made, the CONTRACTOR shall be required to submit additional information as requested within three (3) calendar days after receipt of such request. B. Submit three (3) printed copies of each item in this section. Submit one (1) electronic copy in MS Word, MS Excel, or MS Project format where appropriate for items 1 — 7. 1. Contractor's and Subcontractor's Contact Information: Names and 24- hour contact telephone numbers of contractor's and each subcontractor's key personnel. 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 16-1912 Contractor Submittals 01300-1 submitted labor classification. Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted: 3. Proposed, detailed construction sequencing plan. 4. Contractor's Equipment Classifications and Rates: Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and; working and standby (idle) hourly rates for each submitted item of equipment. Equipment Rental Rate Agreement referenced therein. Update and resubmit this entire equipment classification file whenever equipment or small tools classifications are changed, added or deleted. 5. Contractor's 60 -day Plan of Operation and Progress Bar Chart: Per Section 0 1321 — CPM Construction Schedule. 6. Contractor's Scheduling Capabilities: Per Section 01321 — CPM Construction Schedule. 7. List of all Subcontractors, including: a. Percentage value of work assigned. b. Principal contact(s). C. Address. d. Telephone and fax numbers. 8. List of all requested exceptions to the Contract Documents. 9. Retainage account information (if applicable) 10. Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors. 11. Temporary Erosion and Sedimentation Control (TESC) Plan and ESC lead certification per Section 01354 — Environmental Protection. 12. Spill Prevention Control Plan per 01354 — Environmental Protection. 13. Water Quality Monitoring and Protection Plan per 01354 — Environmental Protection. 1.3 Shop Drawings 16-1912 Contractor Submittals 01300-2 A. When the Contract Documents require a submittal, the CONTRACTOR shall submit the specified information to the designated OWNER representative via e- mail in Adobe PDF format. B. Unless otherwise specified, submittals shall be accompanied by transmittal forms. A copy of the submittal transmittal form is included in Appendix A and an electronic version can be provided upon request. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. The form shall be signed by the CONTRACTOR's authorized representative. Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipment numbers. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole. C. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX"; where "XXX" is the sequential number assigned by the CONTRACTOR. Resubmittals shall have the following format: "XXX -Y"; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 025-13, for example, is the second resubmittal of Submittal 025. D. Submittals which are incomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked -up specifications and/or drawings when specified , are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be transmitted through the CONTRACTOR and shall bear the CONTRACTOR's signature. E. For most submittals, the OWNER will return electronic responses of each submittal to the CONTRACTOR with its comments noted thereon, within 21 calendar days following receipt by the OWNER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the OWNER by the second submission of a submittal item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the OWNER's review beyond the second submittal. F. If a submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," formal revision and resubmission of said submittal will not be required. 16-1912 Contractor Submittals 01300-3 1.4 G. If a submittal is returned marked "MAKE CORRECTIONS NOTED," CONTRACTOR shall make the corrections on the submittal, but formal revision and resubmission of said submittal will not be required. H. If a submittal is returned marked "AMEND -RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the OWNER for review. I. If a submittal is returned marked "REJECTED -RESUBMIT," it shall mean that the submitted material or product does not satisfy the specification. The CONTRACTOR shall prepare a new submittal and shall resubmit the required number of copies of said revised submittal to the OWNER for review. J. Fabrication of an item shall be commenced only after the OWNER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN" or MAKE CORRECTIONS NOTED." Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as changes to the contract requirements. K. All submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submission to the OWNER. Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. In the case of Shop Drawings, each sheet shall be so dated, signed, and certified. The OWNER will only review submittals which have been so certified by the CONTRACTOR. All non - certified submittals will be returned to the CONTRACTOR without action taken by the OWNER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR. L. The OWNER's review of submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details. Administrative Submittals a Submittals that are not Shop Drawings or Samples, or that do not reflect quality I of product or method of construction may include, but not be limited to: 1. Applications for payment. 2. Construction photographs. 3. Progress reports. 4. Progress schedules. 16-1912 Contractor Submittals 01300-4 5. Schedule of values. 6. Schedule of estimated progress payments. 7. Submittals required by laws, regulations, and governing agencies. 1.5 Quality Control Submittals A. Quality Control submittals may include, but not be limited to: 1. Reports (inspection and test). 1.6 Contractor's Schedule A. The CONTRACTOR'S construction schedule and reports shall be prepared and submitted to the OWNER in accordance with Section 01321. PART 2 PRODUCTS ( Not Used) PART 3 EXECUTION ( Not Used) END OF SECTION 16-1912 Contractor Submittals 01300-5 i� 1 THIS PAGE LEFT INTENTIONALLY BLANK. I SECTION 01311 1 PROJECT MEETINGS PARTI GENERAL 1.1 Description A. This section covers the requirements for project meetings. 1. Meeting Records. - The OWNER will record minutes of each meeting and will furnish copies to the CONTRACTOR within five working days thereafter. If the CONTRACTOR does not submit written objection to the contents of such minutes within seven days after receipt of the minutes, it shall be understood and agreed that the CONTRACTOR accepts the minutes as a true and complete record of the meeting. 2. Meeting Schedule. - The dates, times, and locations for the various meetings shall be agreed upon and recorded at the pre -construction conference. Thereafter, changes to the schedule shall be by agreement between the OWNER and CONTRACTOR, with appropriate written notice to all parties involved. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 Pre -Construction Conference A. Before the CONTRACTOR starts any Work, he/she shall attend a pre - construction conference held at the location, date, and time designated by the OWNER, typically within 14 days after the Notice of Award. The meeting may be attended by the representatives of the regulatory agencies having jurisdiction over the project, if required, and such other persons the OWNER, may ' designate; including the CONTRACTOR's Project Manager, its superintendent, and its subcontractors as the CONTRACTOR deems appropriate. i1. Other attendees may be: a. Representatives of OWNER 116-1912 Project Meetings 01311-1 b. Others as requested by CONTRACTOR or OWNER 2. Execution and Submittal of Documents. At the pre -construction conference, unless otherwise specified or agreed by the OWNER, the CONTRACTOR shall present to the OWNER the pre -construction submittals as indicated in 0 13 00. 3. Agenda. In general, the matters to be discussed or resolved and the instructions and information to be furnished to or given by the CONTRACTOR at the pre -construction conference include but are not limited to: a. Project meeting schedule b. Preliminary CPM Construction Schedule (per Section 01321) submitted by CONTRACTOR C. Critical work sequencing d. Communication procedures between the parties e. The names and titles of all persons authorized by the CONTRACTOR to represent and execute documents for him/her, with samples of all authorized signatures f. The names, addresses, and telephone numbers of all those authorized by the CONTRACTOR to act for him in emergencies g. Construction permit requirements, procedures, and posting h. Spill Prevention/Emergency Response Plan i. Access and rights-of-way furnished by the OWNER j. Forms and procedures for CONTRACTOR's submittals k. Change order forms and procedures. Partial payment application forms and procedures 1. Inspection staff and their duties M. Construction equipment and methods proposed by the CONTRACTOR 16-1912 Project Meetings 01311-2 n. Procedures for payroll and labor cost reporting by the CONTRACTOR and CONTRACTOR's Schedule of Values o. Placement of temporary erosion, sedimentation and drainage control facilities P. Other administrative and general matters as needed 3.2 Progress Meetings A. The CONTRACTOR shall attend regular, weekly (or as frequently as determined in Pre -construction Conference), on-site progress meetings and at other times as requested by OWNER or as required by progress of the WORK. The CONTRACTOR, OWNER, and Subcontractors active on the site (as appropriate) must attend each meeting. CONTRACTOR may at its discretion request attendance by representatives of its Suppliers, manufacturers, and other Subcontractors. B. The OWNER shall preside at the meetings and distribute the minutes. The OWNER shall produce an agenda for each site meeting. All matters bearing on the progress and performance of the work since the preceding progress meeting shall be discussed and resolved, including, without limitation, any previously unresolved matters, deficiencies in the work or the methods being employed for the work, and problems, difficulties, or delays which may be encountered. C. The CONTRACTOR shall provide a three (3) week "look ahead" schedule at each progress meeting. 3.3 Special Meetings A. Upon appropriate notice to the other parties, special meetings may be called by the OWNER or CONTRACTOR. Special meetings will be held where and when designated by the OWNER. 3.4 Regulatory Agencies A. When requested, the CONTRACTOR shall attend meetings held or required by the governmental regulatory agencies having jurisdiction over the project. 3.5 Audio Recording of Meetings A. The Contractor agrees that the Owner is permitted to make an audio recording of the meetings upon request. The purpose of the recording will be to assist in developing the written meeting minutes. END OF SECTION 116-1912 Project Meetings 01311-3 THIS PAGE LEFT INTENTIONALLY BLANK. I 1 C 1 P, u 11 ISECTION 01321 I CPM CONSTRUCTION SCHEDULE PART1 GENERAL 1.1 General A. Scheduling of the WORK shall be performed by the CONTRACTOR in ' accordance with the requirements of this Section. B. Development of the schedule, the cost loading of the schedule, monthly ' payment requisitions and project status reporting requirements of the Contract shall employ computerized Critical Path Method (CPM) scheduling. The CPM schedule, updates, and all reports should be prepared with Microsoft Project. Where submittals are required hereunder, the CONTRACTOR shall submit four copies of each submittal item. 1.2 Qualifications ' A. The CONTRACTOR shall, within ten (10) days after award, provide a written statement to the City describing his scheduling capabilities for review. This statement shall include the following as a minimum: i1. Identification, qualifications, and experience of the members of the Contractor's scheduling staff or the staff of any scheduling ' consultant retained by the Contractor. 2. References of not less than two (2) previous projects on which the Contractor, or the Contractor's scheduling consultant, has utilized computerized Critical Path Method (CPM) scheduling, which were of not less than one-half of the value of this Contract. Contact references shall be included. 1.3 Preliminary Progress Schedule A. The Contractor shall submit a preliminary Progress Schedule at the pre - construction conference. The preliminary Progress Schedule shall comply with the following requirements, except that it may be limited to only those activities occurring within the first 60 -working days of the project. B. The Owner will review this schedule and return it to the Contractor within five (5) days. The Contractor shall resubmit the revised schedule within ten days of receipt of comments. 116-1912 CPM Construction Schedule 01321-1 1.4 1.5 Full Progress Schedule I A. The CONTRACTOR shall submit five copies of the Progress Schedule ' depicting the entire WORK no later than thirty (30) calendar days after the Notice to Proceed date. B. The OWNER will evaluate the Progress Schedule and approve or return the schedule for corrections within fifteen (15) calendar days of receiving the submittal. C. The CONTRACTOR shall resubmit the schedule within ten (10) calendar days ' of receiving the returned submittal, incorporating comments from the OWNER. CPM Schedule Requirements A. Both the preliminary and full CPM schedule shall be a critical path method (CPM) schedule developed by the Precedence Diagramming Method (PDM). Restraints may be utilized but may not serve to change the logic of the network or the critical path. The schedule shall display at least the following information. 1. Contract Number and Title 2. Construction Start Date 3. Activity Number and Responsibility Codes 4. Critical Path 5. Activity Description 6. Milestone Description 7. Activity Duration 8. Predecessor Activities 9. Successor Activities 10. Early Start (ES) and Early Finish (EF) for each activity 11. Late Start (LS) and Late Finish (LF) for each activity 12. Total Float (TF) and Free Float (FF) for each activity 13. Physical Completion Date 14. Data Date Project Information: Each Schedule Report shall be prefaced with the following , summary data: 1. Project name. 2. Contractor. 3. Type of tabulation. , 4. Project duration. 5. Contract Times (revised to reflect time extensions by Change Order). 6. The commencement date stated in the Notice to Proceed. ' 16-1912 CPM Construction Schedule ' 01321-2 ' 7. The data date and plot date of the CPM Schedule. 8. If an update, cite the new schedule completion date. 1.6 Schedule Acceptance ' A. Acceptance of the CONTRACTOR'S schedule by the OWNER will be based solely upon compliance with the requirements. By way of the CONTRACTOR assigning activity durations and proposing the sequence of the WORK, the CONTRACTOR agrees to utilize sufficient and necessary management and other resources to perform the work in accordance with the schedule. Upon submittal of a schedule update, the updated schedule shall be considered the "current" project schedule. ' B. Submission and acceptance of the CONTRACTOR'S progress schedule to the OWNER shall not relieve the CONTRACTOR of total responsibility for scheduling, sequencing, and pursuing the WORK to comply with the ' requirements of the Contract Documents, including adverse effects such as delays resulting from ill-timed WORK. 1.7 Monthly Updates and Periodic Schedule Submittals A. Following the acceptance of the CONTRACTOR'S original CPM Schedule, the CONTRACTOR shall monitor the progress of the WORK and adjust the schedule each month to reflect actual progress and any changes in planned future activities, including executed change orders. Each schedule update submitted shall be complete including all information requested in the original schedule submittal and be in the schedule report format indicated below. Each update shall continue to show all work activities including those already completed. Completed activities shall accurately reflect "as built" information by indicating when the work was actually started and completed. B. The monthly schedule update submittal will be reviewed with the CONTRACTOR during a weekly construction meeting. The goal of these meetings is to enable the CONTRACTOR and the OWNER to initiate appropriate remedial action to minimize any known or foreseen delay in completion of the WORK and to determine the amount of WORK completed since the last month's schedule update. The status of the WORK will be determined by the percent complete of each activity in the updated CPM Schedule. These meetings are considered a critical component of the overall monthly schedule update submittal, and the CONTRACTOR shall have appropriate personnel attend. At a minimum, these meetings shall be attended by the CONTRACTOR'S Project Manager and General Superintendent. 16-1912 CPM Construction Schedule 01321-3 110 C. The City will not process the CONTRACTOR's payment application until the Progress Schedule Monthly Update has been submitted to and reviewed/accepted by the OWNER. D. Neither the submission nor the updating of the CONTRACTOR'S original schedule submittal nor the submission, updating, change, or revision of any other report, curve, schedule, or narrative submitted to the OWNER by the CONTRACTOR under this Contract, nor the OWNER's review or acceptance of any such report, curve, schedule, or narrative shall have the effect of amending or modifying, in any way, the Contract Times or milestone dates or of modifying or limiting, in any way, the CONTRACTOR'S obligations under this Contract. Only a signed, fully executed Change Order can modify contractual obligations. CPM Standards A. Definitions: CPM, as required by this Section, shall be interpreted to be generally as outlined in the Association of General Contractors (AGC) publication, "The Use of CPM in Construction." except that either "i j" arrow diagrams or precedence diagramming format may be utilized. In the case of conflicts between this specification and the AGC document, this specification shall govern. B. Construction Schedules: Construction schedules shall include a graphic network diagram and computerized construction schedule reports as required below for status reporting. C. Networks: The CPM network shall be in a form of a time scaled "i j" activity - on -arrow or precedence type diagram and may be divided into a number of separate sheets with suitable match lines relating the interface points among the sheets. Individual sheets shall not exceed 24 inches by 36 inches. D. Construction and procurement activities shall be presented in a time -scaled format with a calendar time line along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion dates of each activity are accurately represented along the calendar time line. All activities shall use symbols that clearly distinguish between critical path activities, non-critical activities, and free float for each non-critical activity. All activity items shall be identified by their respective activity number, responsibility code, work duration, and their dollar value. All non-critical path activities shall show total float time in scale form by utilizing a dotted line or some other graphical means. E Duration Estimates: The duration estimate for each activity shall be computed in working days and shall represent the single best estimate considering the 16-1912 CPM Construction Schedule 01321-4 ' scope of the work and resources planned for the activity. Except for certain non -labor activities, such as curing of concrete or delivery of materials, activity ' duration shall not exceed ten (10) working days nor be less than one working day unless otherwise accepted by the OWNER. ' F. Float Time: Unless otherwise provided herein, float is synonymous with total float. Total float is the period of time measured by the number of working days each non- critical path activity may be delayed before it and its succeeding activities become part of the critical path. If a non-critical path activity is delayed beyond its float period, then that activity becomes part of the critical ' path and controls the end date of the work. Thus, delay of a non-critical path activity beyond its float period will cause delay to the project itself. Float Ownership: Neither the OWNER nor the CONTRACTOR owns the float time. The project owns the float time. As such, liability for delay of the project completion date rests with the party actually causing delay to the ' project completion date. For example, if Parry A uses some, but not all of the float time and Parry B later uses the remainder of the float time as well as additional time beyond the float time, Party B shall be liable for the costs associated with the time that represents a delay to the project's completion date. Party A would not be responsible for any costs since it did not consume all of the float time and additional float time remained, therefore, the project's completion date was unaffected. ' 1.9 Project Status Reporting (Three -Week Look Ahead Schedule) A. The CONTRACTOR shall furnish a three (3) week look ahead schedule at ' each weekly construction meeting that indicates the work accomplished during the previous week, and work to be accomplished in the next two weeks. Data day/date for the 3 -week schedule shall be the meeting date. 1.10 Inclement Weather Provisions of the Schedule A. The CONTRACTOR'S construction schedule shall include at least three days of delay due to severe weather conditions. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 16-1912 CPM Construction Schedule 01321-5 THIS PAGE LEFT INTENTIONALLY BLANK. SECTION 01354 ENVIRONMENTAL PROTECTION PART1 GENERAL 1.1 Description A. This section shall cover the work necessary for temporary erosion and sedimentation control during construction activities. B. The CONTRACTOR shall undertake environmental protection measures to ensure that spills, construction debris and sediment do not contaminate or damage the environment. C. The WORK shall also comply with all other applicable environmental regulations, including federal, state, and local requirements related to air quality, water quality, and hazardous material management. 1.2 Submittals A. Temporary Erosion and Sedimentation Control (TESC) Plan. B. Spill Prevention Control Plan. C. Water Quality Monitoring and Protection Plan 1.3 Quality Assurance A. Installations that do not conform to the requirements contained herein shall be removed from the project and replaced by the CONTRACTOR, and no additional payment will be allowed therefore. B. Water quality protection measures shall conform to the Water Quality Monitoring and Protection Plan, Appendix C. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 General 16-1912 Environmental Protection 01354- 1 3.2 3.3 I 3.5 trei A. The CONTRACTOR shall meet all applicable requirements of the Contract Documents, as well as any permit requirements related to protection of the environment, see Appendix C. B. CONTRACTOR work methods shall be such as to minimize disturbances to the environment. Erosion control shall comply with the details as presented in the Contract Documents and Water Quality Monitoring and Protection Plan located in Appendix C. Water Quality Protection Measures A. The CONTRACTOR shall comply with all permit conditions and general water quality protection measures, including project specific Best Management Practices (BMPs) and visual water quality monitoring. See Permits in Appendix C for the Water Quality Monitoring and Protection Plan. Timing Limitation A. The CONTRACTOR must complete all in -water work between August l St to December 31s' and January 1St to February 15th. Work in the dry below the ordinary high-water mark may begin on July 16' and must also end at the close of the work window above. Final permit dates govern and may supersede these dates. See Permits in Appendix C for final dates. Vegetation Protection A. The CONTRACTOR shall place ecology blocks, spaced every 5 feet, along the edge of the vegetation bed (pickleweed) on the beach to protect it from construction impacts. A minimum two -foot buffer should be maintained between the vegetation and the ecology blocks. See Permits in Appendix C. Fish Kill Water Quality Problem Notification A. 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 and 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. Staging, Job Site Access and Equipment I�1 The CONTRACTOR shall establish staging areas in a location and manner that will prevent contaminants from entering the waters of the state. u 7 1 16-1912 Environmental Protection ' 01354-2 Temporary Erosion and Sediment Control A. The CONTRACTOR shall submit a TESC plan for review by the OWNER. The plan shall indicate best management practices for ensuring the requirements of the Water Quality Monitoring and Protection Plan submitted to the Department of Ecology, see Permits in Appendix C. Items implemented for the TESC shall conform with City of Bremerton Erosion Control Standards (reference Bremerton Municipal Code Chapter 15.04.), WSDOT Standard Specifications (2012) 8-01, and WSDOE Stormwater Management Manual for Western Washington (2012). B. All contaminants from the project, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals or any other toxic or harmful materials, must be prevented from entering or leaching into waters. See Permits in Appendix C. C. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on-site erosion has passed. The CONTRACTOR shall be responsible for the design implementation, maintenance, replacement and additions to erosion/sedimentation control systems. D. Review of the erosion/sedimentation control plan by the OWNER does not remove any responsibility of the CONTRACTOR to protect all surface waters from silt and sediment from construction operations. E. Wasting of concrete trucks or on-site dumping of unused concrete is prohibited. Spill Prevention Plan A. The CONTRACTOR shall prepare and submit, for review, a spill prevention/emergency response plan specific to the project needs. The plan shall as a minimum meet the requirements defined herein. All requirements of the State of Washington, Department of Ecology, Department of Fish and Wildlife, OWNER, and any other agency having jurisdiction over the environment shall be met by the plan. The project work is to be conducted adjacent to the City's raw surface water intake. It is essential that spills are prevented and contained to the greatest extent practicable. B. Spill Prevention Plan - Minimum Requirements: 1. Train all employees working on the project in spill prevention and emergency response techniques. 16-1912 Environmental Protection 01354-3 3.8 1 1 1 1 Temporary Erosion and Sediment Control A. The CONTRACTOR shall submit a TESC plan for review by the OWNER. The plan shall indicate best management practices for ensuring the requirements of the Water Quality Monitoring and Protection Plan submitted to the Department of Ecology, see Permits in Appendix C. Items implemented for the TESC shall conform with City of Bremerton Erosion Control Standards (reference Bremerton Municipal Code Chapter 15.04.), WSDOT Standard Specifications (2012) 8-01, and WSDOE Stormwater Management Manual for Western Washington (2012). B. All contaminants from the project, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals or any other toxic or harmful materials, must be prevented from entering or leaching into waters. See Permits in Appendix C. C. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on-site erosion has passed. The CONTRACTOR shall be responsible for the design implementation, maintenance, replacement and additions to erosion/sedimentation control systems. D. Review of the erosion/sedimentation control plan by the OWNER does not remove any responsibility of the CONTRACTOR to protect all surface waters from silt and sediment from construction operations. E. Wasting of concrete trucks or on-site dumping of unused concrete is prohibited. Spill Prevention Plan A. The CONTRACTOR shall prepare and submit, for review, a spill prevention/emergency response plan specific to the project needs. The plan shall as a minimum meet the requirements defined herein. All requirements of the State of Washington, Department of Ecology, Department of Fish and Wildlife, OWNER, and any other agency having jurisdiction over the environment shall be met by the plan. The project work is to be conducted adjacent to the City's raw surface water intake. It is essential that spills are prevented and contained to the greatest extent practicable. B. Spill Prevention Plan - Minimum Requirements: 1. Train all employees working on the project in spill prevention and emergency response techniques. 16-1912 Environmental Protection 01354-3 C 16-1912 2. Post the spill prevention plan and emergency response team at the project site. 3. All fuel storage shall be off site. Define fuel location and fueling method. 4. Storage of hazardous materials shall be off site. Define the location and security methods. 5. Provide for absorbent material stations to be located along the work at a minimum 500 -foot interval. 6. If refueling is proposed at any location on the project site, provide a total containment system for the fueling area: a. The containment system as a minimum shall include an impervious PVC type liner (with suitable earth cover and an earthen containment berm surrounding the site. b. The containment berm shall have a reinforced raised entrance ramp. C. Fencing of the containment area is recommended to reduce vandalism. d. Provide absorbent material at the refueling site in quantities suitable for spill cleanup. 7. Implement all erosion/sedimentation features and maintain throughout the duration of the project. 8. Use equipment which does not leak, repair or remove from the work any equipment which begins to leak. 9. Notify the emergency response team leader immediately in the event of a spill and contact all members of the response team. 10. Begin clean-up of spill immediately. Emergency Response Team: The CONTRACTOR shall include in the Spill Prevention Plan an Emergency Response Team List with the following minimum information: Environmental Protection 01354-4 3.9 1. Fire Department 911 2. Police Department - Kitsap County 911 3. Spill Reporting - 24 Hour Number 1-800-258-5990 Department of Ecology 4. Spill Prevention Coordinator - OWNER (City of Bremerton) Ned Lever 360-473-2398. 5. Spill Prevention Representative - CONTRACTOR To Be Named 6. Department of Fisheries - CONTRACTOR to determine Contact Water Quality Monitoring and Protection Plan A. Reference requirements in Appendix C. END OF SECTION 16-1912 Environmental Protection 01354-5 THIS PAGE LEFT INTENTIONALLY BLANK. SECTION 01505 MOBILIZATION PART1 GENERAL 1.1 General A. Mobilization shall include the obtaining of all required permits; moving onto the site of all equipment; furnishing and erecting plants, temporary buildings, and other construction facilities; and implementing security requirements; all as required for the proper performance and completion of the Work. Mobilization shall include the following principal items: 1. Moving on to the site of all CONTRACTOR'S plant and equipment required for first month operations. 2. Submittals for ordering long lead time materials and major equipment within ten (10) days of Notice to Proceed. 3. Installing temporary construction power, wiring, and lighting facilities. 4. Developing construction water supply. 5. Providing all on-site communication facilities, including telephones. 6. Providing on-site sanitary facilities and potable water facilities. 7. Arranging for and erection of CONTRACTOR's work and storage yard. 8. Obtaining all required permits. 9. Having all OSHA required notices and establishment of safety programs. 10. Having the CONTRACTOR's superintendent at the job site full time. 11. Preparation and submitting of initial submittals 12. Project Phasing B. Mobilization shall include demobilization of all equipment and facilities from the site and the restoration thereof. 16-1912 Mobilization 01505-1 PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION A 1 1 11 16-1912 Mobilization 01505-2 SECTION 01570 CONSTRUCTION FACILITIES AND CONTROLS PARTI GENERAL 1.1 Summary A. Temporary construction facilities required for the WORK, including, but not limited to: 1. Utilities including lighting and electricity, heat, telephone service, internet access and water. 2. Sanitary facilities. 3. Fire protection. 4. Roads. 5. Security fencing. 6. Enclosures. 7. Parking. 8. Traffic Control. 9. OWNER'S access to facilities. 10. Field office for CONTRACTOR'S personnel. B. Maintain temporary facilities in proper and safe condition throughout progress of WORK. C. Comply with federal, state, and local codes and regulations, and utility company requirements. 1.2 Site Access A. General: Continuous, unobstructed, safe, and adequate pedestrian and vehicular access shall be provided around the treatment plant construction area. 16-1912 Construction Facilities and Controls 01570-1 1.3 1.4 1.5 B. The CONTRACTOR shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the WORK. It shall be the CONTRACTOR's responsibility to construct and maintain any haul roads required for its construction operations. Layout of Temporary Facilities A. Before starting WORK, submit to OWNER, for approval, proposed layout of temporary facilities. B. Should CONTRACTOR require space in addition to that shown on Drawings, CONTRACTOR shall make arrangements for storage of materials and equipment in locations off Site. Utility Properties and Service A. In areas where the CONTRACTOR's operations are adjacent to or near a utility and such operations may cause damage which might result in significant expense, loss and inconvenience, the operations shall be suspended until all arrangements necessary for the protection thereof have been made by the CONTRACTOR. B. The CONTRACTOR shall notify all utility offices which may be affected by the construction operation at least 48 hours in advance. Before exposing any utility, the utility having jurisdiction shall grant permission and may oversee the operation. Should service of any utility be interrupted due to the CONTRACTOR's operation, the proper authority shall be notified immediately. It is of the utmost importance that the CONTRACTOR cooperates with the said authority in restoring the service as promptly as possible. Any costs shall be borne by the CONTRACTOR. Temporary Lighting and Electricity Q General: 1. Temporary lighting shall be sufficient to enable CONTRACTOR and Subcontractors to complete WORK and enable OWNER to observe WORK. Illumination shall meet or exceed state code requirements. Temporary Electric Power: 1. Provide, maintain, and remove temporary electric service facilities. 16-1912 Construction Facilities and Controls 01570-2 2. Provide temporary electric systems and components in conformance with requirements of National Electric Code and local authorities. 3. Facilities exposed to weather shall be weatherproof type. 4. Enclosures shall be locked to prevent unauthorized access. 5. Provide lamps, wiring, switches, sockets, and similar equipment required for temporary lighting and power tools. 6. Provide electric service to temporary offices. 1.6 Temporary Heat A. General: 1. Provide heating required for cold weather protection for all facilities. 2. Provide heating required after enclosure of structure. 3. Except as otherwise called for, temperature shall be kept above 50°F. 4. Heat shall be warm air from oil, electric or gas-fired portable heaters suitably vented to outside. 5. Open salamander type heaters are not permitted. B. Temporary Heating: 1. Provide temporary heat, pay fuel costs and maintain heating units. 2. Provide adequate heat to all parts of structure. 3. Repair or replace materials damaged because of lack of heat. 4. Provide throwaway filters if permanent system used for temporary heat. 5. If permanent system is used for temporary heat during construction, all system components shall be cleaned at completion of work, including ductwork. 1.7 Temporary Communications A. Provide temporary telephone service for CONTRACTOR'S use. Cell phones are acceptable. 16-1912 Construction Facilities and Controls 01570-3 B. Provide temporary internet access service for CONTRACTOR's use. Internet access shall be capable of sending and receiving emails with large file attachments, drawings, spreadsheets, and other documents. 1.8 Water for Construction A. CONTRACTOR is responsible for making all arrangements necessary for temporary water for construction. 1. The CONTRACTOR shall obtain a construction meter from the City, for a deposit of $2,000. 2. The CONTRACTOR shall furnish all valves, hoses, connections and other devices as necessary to obtain sufficient water for construction and for filling and testing of water lines as required. Fire hydrant use is allowed only by permission of the utility owner and at specific hydrants. 3. Backflow protection is required on all connections to potable water systems. 1.9 Sanitary Facilities A. Provide temporary sanitary facilities conforming to state and local regulations, in sufficient numbers for use of CONTRACTOR'S and Subcontractor's employees. B. Maintain in sanitary condition and properly supply with toilet paper. C. Provide sanitary facilities on over -water work craft sufficient for both male and female inspection staff. 1.10 Temporary Fire Protection A. Provide and maintain fire extinguishers and other fire protection equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Site. B. All construction equipment shall be fitted with spark arresters. 1.11 Temporary Site and Other Roads A. Maintain existing roads used during construction free from accumulation of dirt, mud and construction debris. 16-1912 Construction Facilities and Controls 01570-4 1 B. CONTRACTOR shall repair or replace existing roads that remain to original or better condition prior to Final Completion. Survey and record condition of existing roads prior to construction. 1.12 Contractor's Work Area A. Work Area: 1. Limit construction operations and storage of equipment and materials to areas shown on Drawings and as determined by OWNER. 2. Except as provided herein, no private property, or other area adjacent to Site shall be used for storage of CONTRACTOR'S equipment and materials unless prior written approval is obtained from legal owner of the respective locations. 3. Contractor shall maintain staging areas during construction in a manner that will not obstruct operations of existing facilities. Work shall proceed in an orderly manner, maintaining construction Site and staging area free of debris and unnecessary equipment or materials. B. Storage and Protection of Equipment and Materials: 1. The CONTRACTOR shall be solely responsible for the protection and security of all equipment and materials stored on the site. Equipment and materials stored at the site shall be placed neatly on the job site in an area and environment that will provide protection and security. Materials that are not adequately protected or stored in conformance with the manufacturer's recommendations will be rejected. Unusable materials shall be expeditiously removed from the job site. 2. Provide appropriate barricades, signs, and traffic control devices in like - new condition where necessary to protect pedestrians from any hazards associated with the storage of materials and equipment used for this project. 3. No equipment and/or materials shall be stored outside the immediate work area. 4. The "immediate work area" is the area where work is taking place or will be taking place within one calendar day. The CONTRACTOR shall immediately move stored material or equipment which causes a nuisance or creates complaints 1 16-1912 Construction Facilities and Controls 11 01570-5 1 1. 13 Security I A. CONTRACTOR shall be responsible for loss or injury to persons or property where WORK is involved, and shall provide security and take precautionary measures to protect CONTRACTOR'S and OWNER'S interests. B. Provide and maintain temporary fencing of design and type needed to prevent entry into active construction areas. 1.14 Enclosures A. Provide and maintain all enclosures, scaffolds, tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary construction necessary for proper completion of WORK. 1.15 Parking A. Staging area and designated areas within construction limits may be used for parking of construction personnel's private vehicles and CONTRACTOR'S lightweight vehicles. B. Make arrangements for additional parking off site as required. C. No overnight parking, camping, or storage of personal vehicles, trailers or other items will be authorized. 1.16 Contractor's Field Offices and Buildings A. If required by CONTRACTOR, erect where designated by OWNER, and maintain temporary field office and tool and storage buildings for CONTRACTOR'S use. B. Buildings or trailers shall be neat and well -constructed, surfaced with plywood, siding, masonite, or other similar material, well painted and void of advertisements. 1.17 Hazardous Materials Storage Area A. The CONTRACTOR shall construct and implement a separate storage area for hazardous materials used in constructing the WORK. 1. For the purpose of this paragraph, hazardous materials to be stored in the separate area are all products labeled with any of the following terms: Warning, Caution, Poisonous, Toxic, Flammable, Corrosive, Reactive, or Explosive. In addition, whether or not so labeled, the following materials shall be stored in the separate area: diesel fuel, 16-1912 Construction Facilities and Controls 01570-6 e f t r gasoline, new and used motor oil, hydraulic fluid, cement, paints and paint thinners, two- part epoxy coatings, sealants, asphaltic products, glues, solvents, wood preservatives, sand blast materials, and spill absorbent. 2. Hazardous materials shall be stored in groupings according to the MSDS. 3. The CONTRACTOR shall develop and submit to the OWNER a plan for storing and disposing of the materials above. 4. The CONTRACTOR shall obtain and submit to the OWNER a single EPA number for wastes generated at the Site. 5. The separate storage area shall meet all the requirements of all authorities having jurisdiction over the storage of hazardous materials. 6. The separate storage area shall be inspected by the appropriate regulatory authority prior to construction of the area, upon completion of construction of the area, and upon cleanup and removal of the area. 7. All hazardous materials which are delivered in containers shall be stored in the original containers until use. Hazardous materials which are delivered in bulk shall be stored in containers which meet the requirements of authorities having jurisdiction. 1.18 Water Surface Transportation for Engineer A. The CONTRACTOR shall provide safe transportation from shore to any over - water work area for Engineer via a U.S. Coast Guard certified watercraft. Access frequency shall be reasonable to facilitate inspection. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 General A. Maintain and operate systems to ensure continuous service for duration of construction. B. Modify and extend systems, as WORK progress requires. 16-1912 Construction Facilities and Controls 01570-7 3.2 Removal A. Completely remove temporary materials, equipment, signs, and structures when no longer required. B. In unfinished areas, clean and repair damaged caused by temporary installations or use of temporary facilities, restore drainage, and evenly grade, seed or plant as necessary to provide appearance equal to or better than original. C 16-1912 In finished areas, restore existing or permanent facilities used for temporary services to specified, or original condition. END OF SECTION Construction Facilities and Controls I 01570-8 ISECTION 01600 PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS PART1 GENERAL 1.1 Definitions A. The word "Products," as used in the Contract Documents, is defined to include purchased items for incorporation into the WORK, regardless of whether specifically purchased for the project or taken from CONTRACTOR's stock of previously purchased products. The word "Materials," is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form WORK. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items). Definitions in this paragraph are not intended to negate the meaning of other terms used in the Contract Documents, including specialties, systems, structure, "finishes," "accessories," "furnishings," special construction," and similar terms, which are self-explanatory and have recognized meanings in the construction industry. B. Neither "Products" nor "Materials" nor "Equipment" includes machinery and equipment used for preparation, fabrication, conveying, and erection of the WORK. 1.2 Quality Assurance A. Source Limitations: To the greatest extent possible for each unit of WORK, the CONTRACTOR shall provide products, materials, and equipment of a singular generic kind from a single source. B. Compatibility of Options: Where more than one choice is available as options for CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall select an option which is compatible with other products, materials, or equipment. Compatibility is a basic general requirement of product, material and equipment selections. C. All equipment and products supplied for this project shall be new and not previously used. Refurbished equipment and products will be rejected. As requested by the City, the Contractor shall provide acceptable documentation from the supplier or manufacturer indicating that equipment or products are new, not previously used, and not refurbished. Products, Materials, Equipment 16-1912 and Substitutions 01600-1 1.3 Product Delivery and Storage I A. The CONTRACTOR shall deliver and store the WORK in accordance with manufacturer's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of products at the Site and overcrowding of construction spaces. In particular, the CONTRACTOR shall ensure coordination to ensure minimum holding or storage times for flammable, hazardous, easily damaged, or sensitive materials to deterioration, theft, and other sources of loss. 1.4 Transportation and Handling A. Products shall be transported by methods to avoid damage and shall be delivered in undamaged condition in manufacturer's unopened containers and packaging. B. The CONTRACTOR shall provide equipment and personnel to handle products, materials, and equipment including those furnished by OWNER, by methods to prevent soiling and damage. C. The CONTRACTOR shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces. 1.5 Storage and Protection A. Products shall be stored in accordance with manufacturer's written instructions and with seals and labels intact and legible. Sensitive products shall be stored in weather -tight climate -controlled enclosures and temperature and humidity ranges shall be maintained within tolerances required by manufacturer's recommendations. B. For exterior storage of fabricated products, products shall be placed on sloped supports above ground. Products subject to deterioration shall be covered with impervious sheet covering and ventilation shall be provided to avoid condensation. C. Loose granular materials shall be stored on solid flat surfaces in a well -drained area and shall be prevented from mixing with foreign matter. D. Storage shall be arranged to provide access for inspection. The CONTRACTOR shall periodically inspect to assure products are undamaged and are maintained under required conditions. Products, Materials, Equipment 16-1912 and Substitutions 01600-2 E. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection. 1.6 Maintenance of Products in Storage A. Stored products shall be periodically inspected on a scheduled basis. The CONTRACTOR shall maintain a log of inspections and shall make the log available on request. B. The CONTRACTOR shall comply with manufacturer's product storage requirements and recommendations. C. The CONTRACTOR shall maintain manufacturer -required environmental conditions continuously. D. The CONTRACTOR shall ensure that surfaces of products exposed to the elements are not adversely affected and that weathering of finishes does not occur. E. For mechanical and electrical equipment, the CONTRACTOR shall provide a copy of the manufacturer's service instructions with each item and the exterior of the package shall contain notice that instructions are included. F. Products shall be serviced on a regularly scheduled basis, and a log of services shall be maintained and submitted as a record document prior to final acceptance by the OWNER in accordance with the Contract Documents. 1.7 Proposed Substitutions or "Or -Equal" Item A. Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular manufacturer, the naming of the item is intended to establish the type, function, and quality required. If the name is followed by the words "or equal" indicating that a substitution is permitted, materials or equipment of other manufacturers may be accepted if sufficient information is submitted by the CONTRACTOR to allow the OWNER to determine that the material or equipment proposed is equivalent or equal to that named, subject to the following requirements: 1. The burden of proof as to the type, function, and quality of any such substitution product, material or equipment shall be upon the CONTRACTOR. 2. The OWNER will be the sole judge as to the type, function, and quality of any such substitution and the OWNER's decision shall be final. Products, Materials, Equipment 16-1912 and Substitutions 01600-3 In C 3. The OWNER may require the CONTRACTOR to furnish additional data about the proposed substitution. 4. The OWNER may require the CONTRACTOR to furnish a special performance guarantee or other surety with respect to any substitution. 5. Acceptance by the OWNER of a substitution item proposed by the CONTRACTOR shall not relieve the CONTRACTOR of the responsibility for full compliance with the Contract Documents and for adequacy of the substitution. 6. The CONTRACTOR shall pay all costs of implementing accepted substitutions, including redesign and changes to WORK necessary to accommodate the substitution. The procedure for review by the OWNER will include the following: 1. If the CONTRACTOR wishes to provide a substitution item, the CONTRACTOR shall indicate on the Submittal Transmittal cover sheet that the item is a substitution by writing, "PROPOSED OR -EQUAL ITEM" or "SUBSTITUTION ITEM" in the provided blanks. 2. The CONTRACTOR shall include a copy of the relevant specification section with the submittal. The section shall be marked up to explain where the substituted product differs from the named product. The CONTRACTOR's submittal shall address the following factors which will be considered by the OWNER in evaluating the proposed substitution: 1. Whether the evaluation and acceptance of the proposed substitution will prejudice the CONTRACTOR's achievement of Substantial Completion on time. 2. Whether acceptance of the substitution for use in the WORK will require a change in any of the Contract Documents to adapt the design to the proposed substitution. 3. Whether incorporation or use of the substitution in connection with the WORK is subject to payment of any license fee or royalty. 4. Whether all variations of the proposed substitution from the items originally specified are identified. 5. Whether available maintenance, repair, and replacement service are indicated. The manufacturer shall have a local service agency (within 50 Products, Materials, Equipment 16-1912 and Substitutions 01600-4 miles of the site) which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 6. Whether an itemized estimate is included of all costs that will result directly or indirectly from acceptance of such substitution, including cost of redesign and claims of other contractors affected by the resulting change. 7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency requirements listed in the appropriate technical specifications. D. Without any increase in cost to the OWNER, the CONTRACTOR shall be responsible for and pay all costs in connection with proposed substitutions and of inspections and testing of equipment or materials submitted for review prior to the CONTRACTOR's purchase thereof for incorporation in the WORK, whether or not the OWNER accepts the proposed substitution or proposed equipment or material. The CONTRACTOR shall reimburse the OWNER for the charges of the OWNER for evaluating each proposed substitution. PART 2 PART 3 PRODUCTS (Not Used) EXECUTION (Not Used) END OF SECTION Products, Materials, Equipment 16-1912 and Substitutions 01600-5 THIS PAGE LEFT INTENTIONALLY BLANK. w 1 1 1 1 SECTION 01651 PIPELINE INSPECTION PART1 GENERAL 1.1 Description A. This section covers inspection of all piping, fittings, and valves. The interior and exterior of all installed pipe must be video -inspected and recorded. Defective items revealed by the inspection procedures shall be removed and replaced or otherwise corrected, as directed by the ENGINEER. All costs for labor and materials necessary to conduct the inspection procedures specified herein, and all costs of labor and materials required to remedy defective items shall be borne by the CONTRACTOR. B. The CONTRACTOR shall provide video equipment and inspection that adequately evaluates pipe joints, mechanical connections, etc. to demonstrate that pipe has been installed in accordance with the Contract Documents. In general, video shall provide the following: 1. Pipe Exterior: Video inspection of pipe exterior shall capture exterior of pipe to the maximum extent practical, traversing along entire installed pipe, with close-up inspections of all joints, couplings, fittings, and mechanical restraints. Video shall be in color and adequate light and video quality must be provided. Where pipe will be buried, video inspection shall be completed prior to backfilling. 2. Pipe Interior: Video inspection of pipe interior shall capture complete interior of pipe, traversing along entire installed pipe, with close-up inspections of all joints, couplings, fittings, and mechanical restraints. Video shall be in color and adequate light and video quality must be provided. C. ENGINEER shall witness video inspection of installed piping to provide early identification of deficiencies. Recorded video will serve as final documentation. 1.2 Contractor Submittals A proposed approach for video inspection of the interior and exterior of the installed pipe shall be submitted in writing for approval a minimum of two (2) weeks before inspection/documentation is to start. 16-1912 Pipeline Inspection 1 01651-1 PART 2 PRODUCTS 2.1 Equipment A. All video equipment shall be furnished by the CONTRACTOR subject to the ENGINEER's review. PART 3 EXECUTION 3.1 Observation by Engineer A. Engineer shall be present for all video inspections to provide real-time identification of deficiencies that require resolution. Contractor shall make live video access available to Engineer in the immediate vicinity of the Work. If video is reviewed on watercraft, Contractor shall provide transportation for Engineer from land to said watercraft. 3.2 Pipe Inspection A. Video Inspection: Video inspection shall be performed at a travel rate, with a level of light, and with a level of video zoom capability to provide sufficient detail of installed pipe, joints, mechanical couplings, etc. of all installed pipe components. END OF SECTION 16-1912 Pipeline Inspection 01651-2 SECTION 01700 PROJECT CLOSEOUT PART1 GENERAL 1.1 Submittals A. Closeout Submittals: 1. Contract Record Documents: Submit one (1) set of Drawings and one (1) copy of Specifications marked as follows: a. Each sheet or page of Drawings and Specifications with "CONTRACT RECORD DOCUMENT". b. Drawings describing conditions that deviate from Contract issue of these documents: 1) Mark Drawings to show horizontal location, elevation, and dimensions of underground or concealed structures or facilities whose elevations and dimensions vary from those indicated. Reference locations and elevations to permanent surface features. 2) Indicate changes made by Field Order or Change Order. 3) Use red indelible pens for record -marking devices. C. Deliver documents with transmittal letter indicating date of transmittal, Contract title and number, CONTRACTOR's name and address, title of each Contract record document, and signature of CONTRACTOR certifying that said documents are true and complete record of execution of Work. 2. All affidavits required by the Contract Documents. 3. All remaining reports, certificates and documents pertaining to the Work and Contract Documents. 4. Video inspection records. 16-1912 Project Closeout 01700-1 1.2 Final Inspection A. When the CONTRACTOR considers Work is complete, submit written certification that: 1. Contract Documents have been reviewed. 2. Work has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Work is ready for final inspection. B. ENGINEER will inspect to verify status of completion with reasonable promptness after receipt of such certifications. C. If ENGINEER finds incomplete or Defective Work: 1. ENGINEER will promptly prepare a Punch List and notify CONTRACTOR in writing, listing incomplete or Defective Work. 2. Take immediate steps to remedy stated deficiencies and send second written certification to ENGINEER that Work is complete. 3. ENGINEER will re -inspect Work. D. When ENGINEER finds Work is acceptable, he will request CONTRACTOR to make closeout Submittals as specified in this Section. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 16-1912 Project Closeout 01700-2 SECTION 02060 EXISTING PIPE REMOVAL PART1 GENERAL 1.1 Description Work covered in this Section includes the removal of existing piping, both old storm pipe and treatment plant outfall piping. 1.2 Submittals A. See Section 01300 — Submittals for CONTRACTOR submittals. 1.3 Requirements of Regulatory Agencies A. Permits CONTRACTOR is required to comply with all requirements of permits at no additional cost t OWNER. See Appendix C for permits and requirements. B. Protection of Persons and Property Meet all federal, state and local safety requirements for the protection of workmen, other persons, and property in the vicinity of the work and requirements of the General Provisions. 1.4 Repair of Damage A. Work procedures shall provide for safe conduct of the work, careful removal and disposition of materials and equipment, protection of facilities, utilities and property which are to remain undisturbed, coordination with existing facilities and utilities to remain in service. B. Any damage to existing facilities or utilities to remain as caused by the CONTRACTOR's operations shall be repaired at the CONTRACTOR's expense. C. Damaged items shall be repaired or replaced with new materials as required to restore damaged items or surfaces to a condition equal to and matching that existing prior to damage or start of work of this contract. 16-1912 Existing Pipe Removal 02060-1 1.5 Protection of Existing Work A. Before beginning, the CONTRACTOR shall carefully examine the Drawings and Specifications to determine the extent of the work. The CONTRACTOR shall take all necessary precautions to prevent damage to existing facilities or utilities which are to remain in place and be responsible for any damages to existing facilities or utilities, which are caused by the operations. The CONTRACTOR shall carefully coordinate the work of this section with all other work and construction. PART 2 PRODUCTS 2.1 Ownership of Existing Materials A. All materials, equipment, miscellaneous items and debris involved, occurring or resulting from pipe removal work shall become the property of the CONTRACTOR at the place of origin unless otherwise specified by the OWNER. PART 3 EXECUTION 3.1 General A. All excavation and backfilling for pipe removal shall be performed in accordance with Section 02222 — Excavating, Backfilling, and Compacting for Utilities. 3.2 Pipe Removal A. Where identified on the Plans, the CONTRACTOR shall remove and dispose all pipe material and associated appurtenances. When existing pipe is removed, the CONTRACTOR shall plug any remaining piping being abandoned in place with a permanent mechanical plug. 3.3 Cleanup A. During and upon completion of work, the CONTRACTOR shall promptly remove all unused tools and equipment, surplus materials and debris. Adjacent areas shall be returned to their existing condition prior to the start of work. END OF SECTION 16-1912 Existing Pipe Removal 02060-2 SECTION 02160 EXCAVATION SHORING SYSTEMS IPART1 GENERAL 1.1 Description Work covered in this Section shall include shoring and support systems of all types necessary to protect existing facilities and new facilities constructed under this Contract. The design of excavation support systems and the design of utility support systems shall be performed by a Professional Engineer in conformance with OSHA requirements, and the minimum design criteria specified herein. The CONTRACTOR shall secure all necessary permits to complete the requirements of this Section. 1.2 Restrictions A. Excavations 1. The Contractor's attention is directed to the conditions of Subpart P, Section 1926.652 of the OSHA Safety and Health Standards for Construction, which require that all banks and trenches over 5 feet high shall be shored or sloped to the angle of repose. 1.3 Submittals Conform to the requirements of Section 01300, Submittals. The submittals required for this Section include excavation shoring plans. Plans and design calculations shall be stamped by an engineer licensed in the state of Washington. The CONTRACTOR shall submit plans for excavation systems to the OWNER for review prior to the beginning of construction activities requiring such systems. No excavations shall be started until the submittal review is complete. Said review by the OWNER of the CONTRACTOR's design shall not be construed as a detailed analysis of the adequacy of the support system, nor shall any provisions of the above requirements be construed as relieving the CONTRACTOR of its overall responsibility t and liability for the work. Information to be provided with the submittal shall include the following: A. Design calculations and shop drawings of all excavation support systems. Calculations and shop drawings shall be prepared and stamped by a IWashington -registered Professional Engineer experienced in the design of 16-1912 Excavation Shoring Systems 02160-1 1.4 excavation support systems used in marine environments and shall comply with the applicable requirements of OSHA with respect to excavation and construction. B. Arrangement, size, details and phasing for each support system. C. Construction methods and sequencing to be used for the installation and removal of each support system. D. Contingency plan for alternative procedures to be implemented if a support system is found to perform unfavorably or if obstructions are encountered in the installation. E. Submit a Shoring Design Summary prepared by the Professional Engineer, to accompany the plans and calculations. Include the following in the summary: 1. A list of shoring members with their allowable and design stresses 2. Design loading assumptions for each member 3. Design references F. The CONTRACTOR shall submit the qualifications and experience of the shoring system design engineer. Design Criteria Shop drawings with supporting calculations for the various support systems shall be prepared in accordance with the following minimum criteria: A. Design the excavation support system and all components to support the earth pressures, tidally -induced currents, and any other forces that will impact the shoring system in such manner to allow for safe and expeditious construction, minimize ground movement or settlement, and to prevent damage to utilities. Support system shall be internally braced and not rely on soil embedment to resist forces. No geotechnical explorations were performed for the Eastside Treatment Plant Outfall Replacement Project. Appendix F includes geotechnical borings from the Manette Bridge Replacement Project, approximately 2,000 feet from the outfall location, to be used for reference only. B. Tidal currents have been estimated based on the Port Washington Narrows NOAA North Entrance Station and translated to the area of the Port Washington Narrows where the outfall is located. The average current related to a maximum tidal change is estimated at 6.5 feet per second across the entire channel. It is anticipated that local currents could be higher. 16-1912 Excavation Shoring Systems 02160-2 D. Shoring system must accommodate changing tide elevations that will otherwise result in an imbalanced hydrostatic force on the shoring. E. Design support members to resist the maximum loads expected to occur during the excavation and support removal stages. W F. Vertical support capacity shall be provided for wall systems and internal bracing elements for loads due to vertical force components and live loads on any portion of the system. G. Coordinate the shoring system design with water quality monitoring requirements and best management practices. See Section 01354. It is anticipated that the shoring system will need to extend above the high water level to keep potentially turbid water from leaving the excavation area. H. Shoring system, along with all anchors, lines, and buoys present potential hazards to boating traffic. Provide warning and illumination, as necessary to comply with all marine safety requirements, as may be dictated by the United States Coast Guard or other agency having jurisdiction. Contractor shall be solely responsible for safety features to protect workers, City staff, and any public water traffic. 1.5 Quality Control A. Provide contingency plan for alternative procedures to be implemented if unfavorable performance is identified. Keep materials and equipment on hand necessary to implement contingency plan. PART 2 MATERIALS 2.1 General Materials and equipment shall be safe and shall conform to local, state and federal codes. 116-1912 Excavation Shoring Systems 02160-3 C. The Port Washington Narrows experiences significant tidally -induced currents. The maximum tidal current must be calculated by the Contractor for design of the shoring, adding a sufficient safety factor to maintain the shoring in place, allow for proper installation of the pipe and any other utilities, and provide for a safe working environment. Contractor must produce current calculations as part of shoring system submittal that relate information from a local NOAA station. D. Shoring system must accommodate changing tide elevations that will otherwise result in an imbalanced hydrostatic force on the shoring. E. Design support members to resist the maximum loads expected to occur during the excavation and support removal stages. W F. Vertical support capacity shall be provided for wall systems and internal bracing elements for loads due to vertical force components and live loads on any portion of the system. G. Coordinate the shoring system design with water quality monitoring requirements and best management practices. See Section 01354. It is anticipated that the shoring system will need to extend above the high water level to keep potentially turbid water from leaving the excavation area. H. Shoring system, along with all anchors, lines, and buoys present potential hazards to boating traffic. Provide warning and illumination, as necessary to comply with all marine safety requirements, as may be dictated by the United States Coast Guard or other agency having jurisdiction. Contractor shall be solely responsible for safety features to protect workers, City staff, and any public water traffic. 1.5 Quality Control A. Provide contingency plan for alternative procedures to be implemented if unfavorable performance is identified. Keep materials and equipment on hand necessary to implement contingency plan. PART 2 MATERIALS 2.1 General Materials and equipment shall be safe and shall conform to local, state and federal codes. 116-1912 Excavation Shoring Systems 02160-3 PART 3 EXECUTION 3.1 General The CONTRACTOR shall be solely responsible for excavation protection and worker safety and shall provide sheeting, shoring and other protection and support systems wherever required, all in accordance with current local, state and federal laws, codes and ordinances. 3.2 Excavation Shoring/Support Systems A. The excavation support systems shall not disturb the state of soil adjacent to the trench or excavation and below the excavation bottom. All excavation support systems shall be removed after placement and compaction of backfill. B. Vertical members of the shoring system shall be vibrated into place. Hammering of sheets or piles will not be allowed. Hammering of any members shall not be allowed due to potential disturbance of marine life. C. The support system shall extend below the main excavation bottom elevation to a depth adequate to prevent lateral movement and to adequately support applied vertical loads. Damage to existing utilities during installation of excavation support system shall be avoided. If damage occurs, it shall be repaired at no cost to the OWNER. Repairs shall be completed to the satisfaction of the OWNER. 3.3 Removal of Support Systems A. Removal of excavation support systems shall be performed in a manner that does not disturb or damage adjacent new or existing structures or utilities. Fill all voids immediately with native backfill material. B. All damage to property resulting from removal shall be promptly repaired at no cost to the OWNER. The OWNER shall be the sole judge as to the extent and determination of the methods and materials for repair. END OF SECTION 16-1912 Excavation Shoring Systems 02160-4 s � I PART 1 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES GENERAL 1.1 Description A. Work covered in this Section includes trench excavation for pipe, utility vaults and other utilities, pipe bedding, trench and utility vault backfill. B. All excavation, backfilling and compacting shall comply with the Water Quality Monitoring and Protection Plan (WQMPP) in Appendix C. C. Excavation for Utilities Includes: 1. Work of making all necessary excavations for the construction of all contract work. 8. Performing all backfilling and rough grading as directed in the Contract Documents. 9. Restoring all property damaged as a result of the work involved in this contract. Excavating, Backfill and 11 16-1912 Compacting for Utilities 02222-1 2. Furnishing, placing and use of sheeting, shoring, and sheet piling necessary in excavating for and protecting the work and workmen. See Section 02160 3. Damming and cofferdamming where necessary. 4. Supporting and protecting all structures, pipes, conduits, culverts, railroad tracks, posts, poles, wires, fences, buildings, and other public and private property adjacent to the work. 5. Removing existing sewers, culverts, and pipelines, where required, including anchor blocks on existing piping. 6. Removing after completion of the work all sheeting and shoring. See Section 02160. 7. Removing all surplus excavated material. 8. Performing all backfilling and rough grading as directed in the Contract Documents. 9. Restoring all property damaged as a result of the work involved in this contract. Excavating, Backfill and 11 16-1912 Compacting for Utilities 02222-1 C. The work includes transporting and disposal of surplus excavated material not needed or suitable for backfill at the location where the excavation is made. 1.2 Submittals A. Submit results of aggregate sieve analysis and standard proctor tests for all granular material. B. See Section 01300 for CONTRACTOR submittals. 1.3 Protection A. Sheeting, Shoring and Bracing — See Section 02160 B. Construction Sheeting Left in Place — Not Allowed 1.4 Definitions Q C. 16-1912 Bedding and Pipe Zone Backfill Bedding and pipe zone backfill is defined as the furnishing and placing of material below, around and above the top of the pipe barrel to the dimensions shown on the trench detail. Trench Backfill Zone Trench backfill is defined as the furnishing and placing of material in the trench above the pipe zone, up to the level of the surrounding ground surface, whether above or below the water. Classification of Excavated Material 1. Common Excavation: Common Excavation is defined as the excavation of all material not classified as Rock Excavation. 2. Rock Excavation: Rock Excavation is defined as the removal of rock by systematic and continuous hammering, breaking, splitting, or other approved methods. Rock is defined as material including boulders, solid bedrock, or ledge rock, which by actual demonstration cannot be reasonably excavated with suitable power excavation equipment. Rock excavation is not anticipated on this project. Excavating, Backfill and Compacting for Utilities 02222-2 1.5 Quality Assurance A. Compaction Requirements — Not used B. Testing Requirements — Not used PART 2 MATERIALS 2.1 Imported Backfill for Pipe Zone Bedding — Pea Gravel Pipe zone bedding material shall be imported to provide uniform support of the pipe. Material shall be classified as pea gravel, consisting of round rocks that generally self -consolidate. Gradation shall be as follows: 3/4" 100% -- 3/8" 80-100% #8 0-10% #200 0-3% 2.3 Native Backfill Material Backfill above the pipe zone bedding shall be completely native material. 2.4 Imported Backfill Material — Not Used PART 3 EXECUTION 3.1 Shoring and Trench Protection A. Shoring and trench protection is required wherever pipe is to be installed. See Section 02160. 3.2 Excavation A. General 1. Contractor shall comply with water quality protection requirements at all times. Provisions for water quality protection may include a reduced rate of excavation and other Best Management Practices (BMPs). See Appendix C for water quality permit requirements and associated activities. Excavating, Backfill and 16-1912 Compacting for Utilities 02222-3 C Over -Water Excavation: Where excavation is required over water or within the tidally influenced area of the work, it is anticipated to be completed from a barge -based system. A temporary construction easement (TCE) has been obtained that identifies the limits of all anchored watercraft, including anchorage systems. This TCE is located in Appendix E of these contract documents. Contractor must comply with all requirements of the TCE. 2. Excavation of materials within an aqueous zone has the potential to create turbidity and compromise water quality. The rate of excavation may be impacted in order to comply with water quality requirements, and the Contractor's selected method of excavation. If the Contractor does not comply with the WQMPP, alternative Best Management Practices (BMPs) may be required. Additionally, the in -water work schedule may be reduced to target periods of lower water and/or more slack tide. The WQMPP is located in Appendix C. Excavation from Land Excavation of a portion of the project may be completed from the beach area. However, excavation in this area must also comply with all permits and water quality requirements. See Appendix C for permit requirements. 3.3 Removal of Existing Pipe A. General: Removal of existing pipe must be completed in a manner that complies with the water quality permit requirements. All removed pipe and ancillary, non-native materials must be hauled off and legally disposed of. B. Removal of Cast Iron Pipe: The section of cast iron pipe identified on the drawings for removal is located in the same area as the new 36 -inch pipe will be placed. Remove piping carefully so as not to impact the shoring system or create voids. Cutting of pipe may be required. Concrete anchor blocks associated with the cast iron pipe must also be removed and disposed of. C. Removal of Concrete Storm Pipe: The abandoned concrete storm pipe that is visible on the beach near the outfall shall be removed to the extent shown on the drawing and/or directed by the Engineer. D. Removal of Concrete Diffuser: The existing concrete diffuser consists of 36 - inch reinforced concrete pipe, similar to the 36 -inch reinforce concrete pipe that is to be installed. Mechanical fastening devices are attached to each pipe joint. Removal of concrete diffuser must comply with water quality limitations 16-1912 Excavating, Backfill and Compacting for Utilities 02222-4 3.4 3.5 3.6 and must be completely removed and disposed of. Existing diffuser pipe is considered to be full of rocks, shells, and other sediment that has entered through the unprotected 5 -3/4 -inch diameter orifices. The end of the concrete diffuser is plugged with concrete. Installation of New Pipe A. Trench Excavation: Trench for new pipe shall extend below the grade of the new pipe to accommodate pipe zone bedding, as shown in the drawings. B. Pipe Zone Bedding: An initial layer of pipe zone bedding shall be laid to accept and cradle the bottom of the pipe. Once the pipe is laid and connected to the adjacent pipe section, imported pipe zone bedding material can be placed along the sides of the pipe up to the spring line. Pipe zone bedding shall be carefully placed to fill all voids around the pipe, completely and uniformly supporting the new pipe. Compact pipe zone bedding with a mechanical stinger to consolidate the material. Backfill of Trench A. Above the spring line of the pipe, native material excavated from the trench can be used. Material immediately around the pipe should be similar in consistency to the imported pipe zone bedding to minimize the potential for large rocks imparting point loads onto the pipe. B. Removal of shoring may occur coincidental with backfilling efforts to minimize any potential for settlement of backfill materials into voids. C. The trench shall be backfilled to the level of the surrounding subaqueous surface in layers. Efforts to compact the native material shall be made to the greatest extent possible. D. Water quality limitations shall not be exceeded during any part of the construction process, including backfilling of the trench. Disposal of Unsuitable and Surplus Material A. All excavated materials which are unsuitable for use in backfilling trenches and excavated materials that are in excess of that required for as shown on the drawings, shall be disposed of by the CONTRACTOR at his own expense and at disposal sites provided by the CONTRACTOR. 10 16-1912 Surplus excavated material shall be disposed of at designated spoil sites in a legal manner, in full compliance with applicable codes and ordinances. END OF SECTION Excavating, Backfill and Compacting for Utilities 02222-5 THIS PAGE LEFT INTENTIONALLY BLANK. SECTION 02470 HELICAL MARINE ANCHORS PART1 GENERAL 1.1 Description A. This section pertains to furnishing and installing helical anchors suitable for a saltwater marine environment, as indicated in the drawings. 1.2 Submittals A. Details of all materials associated with the anchor system shall be submitted for approval by Engineer. See Section 01300. PART 2 MATERIALS 2.1 Guarantees and Insurance: Helical anchor manufacturer shall furnish a guarantee for ten (10) years from date of delivery against defects due to manufacturing of helical anchors and associated assemblies. Helical anchor manufacturer must carry product liability insurance. This guarantee and insurance is separate, and in addition to, the warranty and insurance requirements of the Contractor. 2.2 Manufacturer: Manufacturer of helical anchors shall have a minimum of ten (10) years of experience manufacturing helical anchors suitable for saltwater marine environments. 2.3 Anchor shaft: Anchor shaft shall be solid, square shaft. Shaft shall be designed to accept shaft extensions as required to accommodate necessary embedment. 2.4 Lead Section/Helix: Lead section with anchor helix shall consist of three helical bearing plates, spaced as required by manufacturer, and capable of being screwed into the subaqueous strata, which are expected to include rocks, shells, and organic mud layers. Helical bearing plates are anticipated to each be eight inches in diameter and must be designed to accommodate drilling into strata that includes large gravel with 6 -inch diameter round rocks. 2.5 Extension Sections: Extension sections shall match shaft dimensions and profile of lead section and shall be capable of mechanical connection to the lead or other extension sections. No cutting, welding, or other alteration that compromises the corrosion resistance of the anchor will be allowed unless specifically indicated on the drawings. 16-1912 Helical Marine Anchors 02470-1 2.6 Materials of Construction: All anchors shall be hot -dip galvanized to provide protection against the marine, salt water environment. PART 3 EXECUTION 3.1 General: Helical anchors shall be installed in locations shown on the drawings so that rigid connections can be provided per the details. Anchors shall be drilled into the subsurface strata, adding extensions as necessary, until a minimum embedment depth of five feet is reached and driving torque is measured at a minimum of 5,000 ft -lb. END OF SECTION 16-1912 Helical Marine Anchors 02470-2 SECTION 02510 SURFACE RESTORATION AND BEACH NOURISHMENT PARTI GENERAL 1.1 Description A. This section covers the work necessary for trimming and cleanup of the beach, general surface restoration including vegetative areas and beach nourishment. B. This work shall be considered complete, including furnishing and delivery of labor, materials and equipment. 1.2 Submittals As required by Section 0 13 00, Submittals. PART 2 PRODUCTS 2.1 Beach Nourishment Beach Nourishment shall have a gradation matching the requirement of the Hydraulic Project Approval (HPA), which is attached in Appendix C. 2.2 General Surface Restoration A. The CONTRACTOR shall furnish all materials required to return disturbed areas to their preconstruction appearances and function, in accordance with these Specifications, the Contract Drawings, and as directed by the OWNER. PART 3 EXECUTION 3.1 Placement of Beach Nourishment: Beach nourishment material shall be placed as directed by Engineer. 3.2 Restoration of Surfaces A. Restore all surfaces to equal or better condition than existed prior to construction. END OF SECTION Surface Restoration and 16-1912 Beach Nourishment 02510-1 11 THIS PAGE LEFT INTENTIONALLY BLANK. I 1 1 1 PART1 GENERAL 1.1 1.2 1.3 SECTION 02650 REINFORCED CONCRETE PIPE Description A. This section includes construction of reinforced concrete pipe associated with the City of Bremerton East Side Treatment Plant Outfall. Submittals A. Details of fittings and specials shall be furnished for approval by Engineer. See Section 01300. B. Contractor shall submit shop drawings to Engineer for approval, showing the exact dimension of the joints, including the permissible tolerances for each size of pipe being furnished and the size, type, and locations of gasket materials. Delivery, Storage, and Handling A. Pipe and joining components shall be handled and stored to protect materials from any damage. Damaged products shall be replaced at no additional cost to Owner. B. Gaskets shall be stored in a cool place, without exposure to sunlight, and in accordance with manufacturer requirements. PART 2 MATERIALS 2.1 2.2 General: Precast concrete pipe shall conform to ASTM C76, matching the dimensions identified on the drawings in order to match up with existing pipe dimensions. Marking: A. The following shall be clearly marked on both the interior and exterior surface of the pipe: 1. Appropriate ASTM Specification: ASTM 76 2. Class and size 3. Date of manufacture 16-1912 Reinforced Concrete Pipe 02650-1 4. Name or trademark of manufacturer I B. Diameter of Pipe: The diameter indicated on the drawings shall mean the inside diameter of the pipe. C. Wall thickness and class of pipe: The wall thickness and reinforcing steel shall comply with ASTM C76, and match the dimensions identified on the drawings. D. Fittings and Specials: Fittings and specials shall be made up of pipe segments having the same structural qualities as the adjoining pipe. E. Partial pipe segments: Due to the corrosive nature of salt water on the steel reinforcing, pipe segments will not be allowed to be cut. Lay length adjustments will need to be accommodated by the cast iron pipe on the beach. F. Lifting Holes: No lifting holes will be allowed. CONTRACTOR must use straps or other methods for lifting and placing the pipe that will not cause damage. G. Joints: The joint design for concrete pipe shall be bell and spigot or tongue and groove with embedded steel tabs for joining the pipe segments together. Rubber gaskets are required on all joints and the bell or tongue shall be of confined gasket or single offset spigot configuration to properly contain and seat the rubber gasket. The joint assemblies shall be accurately formed so that when each pipe section is drawn together in the trench, the assembled pipe shall form a continuous conduit with smooth and uniform interior surface. PART 3 EXECUTION 3.1 General A. The pipe shall be inspected by Engineer for damage or defects before being placed in the trench. Damaged or defective pipe shall not be installed. B. Proper equipment, divers and support team, implements, tools, and facilities shall be provided and used by Contractor for safe installation of pipe. 3.2 Installation A. General: Precautions shall be taken to prevent foreign material from entering the pipe before or while it is being placed in line. During laying operations, no debris, tools, or other materials shall be placed in the pipe. The open ends of 16-1912 Reinforced Concrete Pipe 02650-2 the pipe shall be protected with a plug or other device at times when pipe laying is not in progress. B. Pipe: 1. Pipe shall be installed in accordance with the manufacturer's recommendations, unless otherwise shown on the drawings. 2. Pipe lines shall be laid at a continuous grade between existing pipe connection points unless otherwise shown on the drawings. Where joint deflection is identified and/or necessary, provide gradual deflection across multiple joints, limiting the deflection to one half of the manufacturer's allowable deflection 3. Pipe segments shall be lowered into place by mechanical equipment, relying as little as possible on the mechanical restraint tabs and bolts to draw the pipe segments together. 3.3 Bedding and Backfilling A. Bedding and backfilling of pipe shall be completed as shown in the drawings and identified in Section 02222. B. Pipe zone bedding shall be placed under and around all pipes as shown on the drawings. Bedding shall be placed in a manner that will support the pipe uniformly. END OF SECTION 16-1912 Reinforced Concrete Pipe 02650-3 THIS PAGE LEFT INTENTIONALLY BLANK. SECTION 09800 PROTECTIVE COATINGS PART1 GENERAL 1.1 The Requirement A. Work under this Section shall include the protective coating of all specified surfaces including all surface preparation, pretreatment, coating application, touch-up of factory coated surfaces, protection of surfaces not to be coated, cleanup, and appurtenant work, all in accordance with the requirements of the Contract Documents. B. This specification is applicable to coated pipe, steel, concrete and other surfaces listed in the coating schedule at the end of this section. C. The Coating System Schedules summarize the surfaces to be coated, the required surface preparation and the coating systems to be applied. Coating notes on the drawings are used to show exceptions to the schedules, to show or extend the limits of coating systems, or to clarify or show details for application of the coating systems. D. Related Work Specified in Other Sections -- Shop coatings and/or factory finishes on fabricated or manufactured equipment may be specified in other divisions. Some items with factory finishes, or corrosion resistant finishes may be scheduled or directed to be painted by the ENGINEER to unify a wall finish or color scheme, at the ENGINEER's discretion. E. Damaged Factory Finish -- If directed by the ENGINEER, refinish the entire exposed surfaces of equipment chipped, scratched or otherwise damaged in shipment or installation. 1.2 Reference Specifications, Codes and Standards A. Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified. 1. "Systems and Specifications" - Volume 2 of The Society for Protective Coatings (SPC). 2. National Sanitation Foundation (NSF) Standard No. 61. B. References herein to "NACE" shall mean the published standards of the National Association of Corrosion Engineers, P.O. Box 986, Katy, TX 77450. 16-1912 Protective Coatings 09800-1 C. Pipe Coating Commercial Standards ANSI/AWWA C105 Polyethylene Encasement for Ductile Iron Piping ANSI/AWWA C203 ANSI/AWWA C205 ANSI/AWWA C209 ANSI/AWWA C210 ANSI/AWWA C213 ANSI/AWWA C214 1.3 CONTRACTOR Submittals A. Coating Materials List for Water and Other Liquids. Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. Cement -Mortar Protective Lining and Coating for Steel Water Pipe - 4 -inch and Larger - Shop Applied Cold Applied Tape Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Pipelines. Liquid Epoxy Coating for Exterior and Interior of Steel Pipe. Fusion Bonded Epoxy Coating for the Interior and Exterior of Steel Water Pipelines. Tape Coating systems for the Exterior of Steel Water Pipelines. The CONTRACTOR shall provide a coating materials list which indicates the manufacturer and the coating number, keyed to the coating systems herein. The amount of copies to submit shall be as specified within Section 01300, Contractor Submittals. B. Coating Manufacturer's and Applicator Information For each coating system to be used the CONTRACTOR shall submit, the following listed data. 1. Manufacturer's data sheet for each product used, including statements on the suitability of the material for the intended use. 2. Manufacturer's instructions and recommendations on surface preparation and application. 3. Colors available for each product and each coat. 16-1912 Protective Coatings 09800-2 4. Compatibility of shop and field applied coatings (where applicable). 5. Material safety data sheet (MSDS) for each product used. 6. The manufacturer's recommended products and procedures for field coating repairs and field preparation of field cut pipe ends. 7. The name of the proposed coating applicator shop along with certification that the applicator shop is qualified and equipped to apply the coatings systems as specified. ' 8. Certificate -- Submit manufacturer's certificate of compliance with the specifications and standards signed by a representative in the manufacturer's employ. 9. Samples -- Provide painted surface areas at the fob for approval of main color selections, or submit sample on 12 -inch sample of substrate using required finish system at ENGINEER's discretion. 1.4 Quality Assurance A. PainterQ ualifications The Painting/Coating CONTRACTOR must be capable of performing the various items of work as specified. The Painting/Coating CONTRACTOR shall ' furnish a statement covering experience on similar work, a list of machinery, plant and other equipment available for the proposed work, and a financial statement, including a complete statement of the Painter/Coating CONTRACTOR's financial ability and experience in performing similar painting and coating work. The Painting/Coating CONTRACTOR shall have a minimum of five (5) years practical experience and a successful history in the application of the specified products to concrete/steel surfaces. Upon request, the Painting/Coating CONTRACTOR shall substantiate this requirement by furnishing a list of references, which shall include jobs of similar nature. B. The CONTRACTOR shall give the ENGINEER a minimum of 3 days' advance notice of the start of any field surface preparation work of coating application work, and a minimum of 7 days' advance notice of the start of any shop surface preparation work. C. All such work shall be performed only in the presence of the ENGINEER, unless the ENGINEER has granted prior approval to perform such work in its absence. D. Inspection by the ENGINEER, or the waiver of inspection of any particular portion of the work, shall not relieve the CONTRACTOR of its responsibility to perform the work in accordance with these Specifications. 16-1912 Protective Coatings 09800-3 1.5 E. Surface Preparation -- Evaluation of blast cleaned surface preparation work will be based upon comparison of the blasted surfaces with the standard samples available from the NACE, using NACE standard TWO 1-70. F. Paint Products -- No request for substitution shall be approved which decreases the film thickness designated or the number of coats to be applied, or which offers a change from the generic type of coating specified. Painting shall be done at such times as the CONTRACTOR and ENGINEER may agree upon in order that dust -free and neat work be obtained. All painting shall be in strict accordance with the manufacturer's instructions and shall be performed in a manner satisfactory to the ENGINEER. G. Manufacturer's Representative -- Require coating manufacturer's representative to be at job site when the first day's coating application is in progress and periodically during progress of the work. H. Labels -- Deliver to the job site in the original sealed containers with manufacturer's name, product name, type of product, manufacturer's specification or catalog number or federal specification number, and instructions for reducing where applicable. I. Colors -- Colors will be selected from manufacturer's standard colors as reviewed by ENGINEER and approved by the OWNER. Colors for special coatings that are limited in their availability and color selection will be chosen on the basis of manufacturer's standard colors, provided that the manufacturer's product line represents a color range comparable to similar products of other manufacturers. J. Flame Spread -- Provide paint materials which will result in a Class II finish for all coated surfaces in exit corridors, and a Class III finish for all other interior rooms or areas. K. Film Thickness Testing -- On ferrous metals, the dry film coating thickness shall be measured in accordance with the SSPC "Paint Application Specification No. 2" using a magnetic -type dry film thickness gage such as Mikrotest model FM, Elcometer model 111/IEZ, or approved equal. Each coat shall be tested for the correct thickness. No measurements shall be made until at least 8 hours after application of the coating. On non-ferrous metals and other substrates, the coating thicknesses shall be measured at the time of application using wet film gage readings and destructive film thickness tests. Delivery, Handling and Storage 13 Deliver in labeled containers as specified above and store in a locked room accessible for inspection. Comply with fire and health regulations. 16-1912 Protective Coatings 09800-4 B. Provide adequate heat and forced mechanical ventilation for health, safety and drying requirements. Use explosion proof equipment. Provide face masks. C. Protect adjacent surfaces with suitable masking and drop cloths as required. Remove cloths or waste from the project daily. D. Apply to surfaces under recommended environmental conditions and within the limitations established by the material manufacturer. Do not apply coating in snow, rain, fog or mist; or when the relative humidity exceeds 85 percent; or to damp or wet surfaces, unless otherwise permitted by the coating manufacturer's printed instructions. Coating application may be continued during inclement weather only if the areas and surfaces to be painted are enclosed and heated within the temperature limits specified by the paint manufacturer during application and drying periods. 1.6 Protection A. Follow all safety recommendations of manufacturer regarding ventilation and danger from explosion or breathing paint fumes or skin exposure, and all applicable O.S.H.A. and other regulations. B. Protect surface adjacent to work being coated from overspray, drips or other damage. 1.7 Extra Stock Provide one gallon of each type and color, fully labeled, at completion of job. PART 2 PRODUCTS 2.1 General A. Definitions -- The terms "paint," "coatings" or "finishes" as used herein, shall include surface treatments, emulsions, enamels, paints, epoxy resins, tape and all other protective coatings, excepting galvanizing or anodizing, whether used as a pretreatment, primer, intermediate coat, or finish coat. The term "DFT" means minimum dry film thickness. B. General -- Coating materials shall be sealed in containers that plainly show the designated name, formula or specification number, batch number, color, date of manufacture, manufacturer's directions, and name of manufacturer, all of which shall be plainly legible at the time of use. C. The CONTRACTOR shall use coating materials suitable for the intended use and recommended by their manufacturer for the intended service. 16-1912 Protective Coatings 09800-5 2.2 D. Compatibility -- In any coating system only compatible materials from a single manufacturer shall be used in the work. Particular attention shall be directed to compatibility of primers and finish coats. If necessary, subject to the approval of the ENGINEER, a barrier coat shall be applied between existing prime coat and subsequent field coats to ensure compatibility. E. Colors -- All colors and shades of colors of all coatings shall be as selected or specified by the ENGINEER. Each coat shall be of a slightly different shade, to facilitate inspection of surface coverage of each coat. Finish colors shall be as selected from the manufacturer's standard color samples by the ENGINEER. Color pigments shall be lead free. F. Protective Coating Materials -- Products shall be standard products produced by recognized manufacturers who are regularly engaged in production of such materials for essentially identical service conditions. Where requested, the CONTRACTOR shall provide the ENGINEER with the names of not less than 10 successful applications of the proposed manufacturer's products demonstrating compliance with this specification requirement. G. Substitute or "Or -Equal" Submittals -- Unless otherwise specified, materials are from the catalogs of the companies listed herein. Materials by other manufacturers are acceptable provided that they are established as being compatible with and of equal quality to the coatings of the companies listed. The CONTRACTOR shall provide satisfactory documentation from the firm manufacturing the proposed substitute or "or equal" material that said material meets the specified requirements and is equivalent or better than the listed materials. H. The cost of all testing and analyzing of the proposed substitute materials that may be required by the ENGINEER shall be paid by the CONTRACTOR. If the proposed substitution requires changes in the contract work, the CONTRACTOR shall bear all such costs involved and the costs of allied trades affected by the substitution. Special Pipe and Severe Service Coating Systems A. General The following coatings are for buried pipe and surfaces used in severe service conditions. The manufacturers' products listed in this paragraph are materials which satisfy the material descriptions of this paragraph and have a documented successful record for long term submerged or severe service conditions. B. Special pipe and severe service coating systems shall be as follows 1. Coating System 203 -- Fusion Bonded Epoxy 16-1912 Protective Coatings 09800-6 r a. Location -- Ferrous surfaces of sleeve couplings, pipe, and fittings. b. Surface Preparation -- As specified herein. C. Coating System -- The coating material shall be a 100 percent powder epoxy applied in accordance with the ANSI/AWWA C213 "AWWA Standard for Fusion -Bonded Epoxy Coating for ' the Interior and Exterior of Steel Water Pipelines". The coating shall be applied using the fluidized bed process. 1) Liquid Epoxy -- For field repairs, the use of a liquid epoxy will be permitted, applied in not less than 3 coats to provide a DFT 16 mils. The liquid epoxy shall be a 100 percent solids epoxy recommended by the powder epoxy manufacturer. 2) Coating (DFT = 16 mils), Scotchkote 203, or equal. 3) Total system DFT = 16 mils. PART 3 EXECUTION 3.1 Storage, Mixing and Thinning of Materials ' A. Manufacturer's Recommendations -- Unless otherwise specified herein, the coating manufacturer's printed recommendations and instructions for thinning, mixing, handling, applying, and protecting its coating materials, for preparation of surfaces for coating, and for all other procedures relative to coating shall be strictly observed. B. All protective coating materials shall be used within the manufacturer's recommended shelf life. 1 1 3.2 I� u C. Storage and Mixing -- Coating materials shall be protected from exposure to cold weather, and shall be thoroughly stirred, strained, and kept at a uniform consistency during application. Coatings of different manufacturers shall not be mixed together. Surface Preparation Standards M The following referenced surface preparation specifications of the Steel Structures Painting Council shall form a part of this specification. 116-1912 Protective Coatings 09800-7 3.3 n 1. Solvent Cleaning (SSPC-SP1) -- Removal of oil, grease, soil, salts and other soluble contaminants by cleaning with solvent, vapor, alkali, emulsion or steam. 2. Hand Tool Cleaning (SSPC-SP2) -- Removal of loose rust, loose mill scale, loose paint, and other loose detrimental foreign matter, by hand chipping, scraping, sanding, and wire brushing. 3. Power Tool Cleaning (SSPC-SP3) -- Removal of loose rust, loose mill 1 scale, loose paint, and other loose detrimental foreign matter, by power tool chipping, descaling, sanding, wire brushing and grinding. 4. White Metal Blast Cleaning (SSPC-SP5) -- Removal of all visible rust, oil, grease, soil, dust, mill scale, paint, oxides, corrosion products and ' foreign matter by blast cleaning. 5. Commercial Blast Cleaning (SSPC-SP6) -- Removal of all visible oil, grease, soil, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter, except that staining shall be limited to no more than 33 percent of each square inch of surface area. ' 6. Brush -Off Blast Cleaning (SSPC-SP7) -- Removal of all visible oil, grease, soil, dust, loose mill scale, loose rust and loose paint. 7. Near -White Blast Cleaning (SSPC-SP10) -- Removal of all visible oil, grease, soil, dust, mill scale, rust, paint, oxides, corrosion products, and , other foreign matter, except that staining shall be limited to no more than 5 percent of each square inch of surface area. 8. High- and Ultra High- Pressure Water Jetting (SSPC-SP12): Water jetting at high- or ultra high-pressure to prepare a surface for recoating using pressure above 10,000 psi. ' 9. Surface Preparation of Concrete (SSPC-SP13) - Surface preparation of concrete by mechanical, chemical, or thermal methods prior to the application of bonded protective coating or lining systems. 10. Industrial Blast Cleaning (SSPC-SP14): Blast cleaning to remove all , visible oil, grease, dust and dirt, when viewed without magnification. Corrections and Cleanup At completion, any damaged, de -laminated or defaced coated surfaces shall be touched up, restored and left in first class condition. Any coated or finished surfaces damaged in fitting or erection shall be restored. If necessary, an entire wall shall be refinished rather than spot finished. Upon completion and prior to final acceptance, all equipment 16-1912 Protective Coatings 09800-8 and unused materials accumulated in the coating process shall be removed from the site and any spillage, spatter spots or other misplaced coating material shall be removed in a manner which will not damage surfaces. Perform required patching, repair and cleaning to the satisfaction of the ENGINEER. Cooperate and coordinate work with the work of other trades in the removal and replacement of hardware, fixtures, covers, switch plates, etc., as required for coating. 3.4 Surface Preparation ' A. General Prepare all surfaces scheduled to receive new coating systems, as required to provide for adequate bonding of the specified coating system to the substrate material. Request review of prepared surfaces by the ENGINEER prior to ' proceeding. For existing coated surfaces, hand wash with cleaner or product recommended by coating manufacturer to properly prepare existing surface and provide for bonding of coating specified to follow. Remove any loose, peeling or flaking coating, or mildewed areas. Surface preparation minimums shall be as follows: 1. Metal items, unprimed or non -galvanized, continuously or intermittently submerged, both interior and exterior including: piping, structural steel and all other metal items not otherwise specified, shall undergo surface preparation in conformance with SSPC-SP10, "Near -White Blast Cleaning". ' 2. Stainless Steel - Nonsubmerged and submerged, exposed piping and fittings, both interior and exterior shall undergo surface preparation in accordance with SSPC-SP1, "Solvent Cleaning". 3.5 Coating A. Galvanized Metal -- After surface preparation specified above, prime galvanized metal items receiving paints as specified with Tnemec Series 66 Hi - Build Epoxaline or equal, verifying with manufacturer before application the compatibility with coatings specified to follow. ' B. Shop Primed Metal -- Where indicated on the plans or coating schedule and following the surface preparation procedures specified above, the CONTRACTOR shall apply intermediate and topcoats of the specified paint system to shop primed metal. The CONTRACTOR shall verify with the manufacturer(s) representative of the item(s) to be painted, before application, the compatibility of shop primers with the specified intermediate and topcoat coating systems. 116-1912 Protective Coatings 09800-9 C. Non -Shop Primed Metal and Piping -- Prime coat all exposed metal and piping, except stainless steel, received at job site following completion of surface preparation requirements as specified above. Prime paint in accordance with SSPC PS No. 13.01 for epoxy-polyamide primers. Epoxy-polyamide primers shall conform to the standards set forth in SSPC Paint Specification No. 22. 3.6 Field Prime Wherever shop priming has been damaged in transit or during construction, the damaged area shall be cleaned and touched up with field primer specified herein or returned to the shop for resurfacing and repriming, at the ENGINEER's discretion. Metal items delivered to the job site unprimed shall be cleaned and primed as specified herein. 3.7 Application A. Thickness -- Apply coatings in strict conformance with the manufacturer's application instructions. Apply each coat at the rate specified by the manufacturer to achieve the dry mil thickness specified. If material must be diluted for application by spray gun, build up more coating to achieve the same thickness as undiluted material. Correct apparent deficiency of film thickness by the application of an additional coat. B. Porous Surfaces -- Apply paint to porous surfaces as required by increasing the number of coats or decreasing the coverage as may be necessary to achieve a durable protective and decorative finish. C. Blast cleaned ferrous metal surfaces shall be painted before any rusting or other deterioration of the surface occurs. Blast cleaning shall be limited to only those surfaces that can be coated in the same working day. D. Coatings shall be applied in accordance with the manufacturer's instructions and recommendations, and this Section, whichever has the most stringent requirements. E. Special attention shall be given to edges, angles, weld seams, flanges, nuts and bolts, and other places where insufficient film thicknesses are likely to be present. Use stripe coating for these areas. F. Special attention shall be given to materials which will be joined so closely that proper surface preparation and application are not possible. Such contact surfaces shall be coated prior to assembly or installation. G. Ventilation -- Adequately ventilate enclosed rooms and spaces during painting and drying periods. 16-1912 Protective Coatings 09800-10 H. Drying Time -- Do not apply next coat of coat until each coat is dry. Test non- metallic surfaces with moisture meter. The manufacturer's recommended drying time shall mean an interval under normal condition to be increased to allow for adverse weather or drying conditions. Coating manufacturer's representative shall verify by cure testing, complete cure of coatings systems used for immersion service. Coating Schedule Provide protective coatings in accordance with following Coating Schedule: Coating Schedule Item -,Location Material Catin System Piping Submerged Ductile Iron Coating System 203 Steel, not hot Metals Submerged dip Coating System galvanized 203 Hardware Submerged Stainless Coating System Steel 203 END OF SECTION 16-1912 Protective Coatings 09800-11 THIS PAGE LEFT INTENTIONALLY BLANK. SECTION 13218 ' CURED -IN-PLACE PIPE (CIPP) REHABILITATION ' PARTI GENERAL 1.1 Description ' Work covered in this Section consists of rehabilitating a portion of the existing 20 -inch cast iron outfall pipeline using CIPP lining within the existing, structurally deteriorated pipe. The rehabilitation of pipelines utilizing CIPP shall generally consist of the installation ' of a resin -impregnated flexible felt tube or composite felt and carbon or glass fiber tube which, when cured, shall extend the full length of the original pipe and provide a structurally sound, smooth, joint -less and watertight pipe. The Contractor is responsible ' for proper, accurate and defect free installation of the new pipe regardless of the methods described herein. ' 1.2 Reference Specifications, Codes, and Standards A. The following documents form a part of this specification to the extent stated therein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the City. ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured -in -Place Thermosetting Resin Pipe (CIPP) ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube. ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pull in and inflate and Curing of a Resin -Impregnated Tube. ASTM 0543 Test Method for Resistance of Plastics to Chemical Reagents ASTM 0578 Standard Specification Glass Fiber Strands ASTM 0638 Standard Test Method for Tensile Properties of Plastics. ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-1 1.3 ASTM 02122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ASTM 03567 Standard Practice for Determining Dimensions of "Fiberglass" (Glass -Fiber -Reinforced Thermosetting Resin) Pipe and Fittings ASTM D5813 Standard Specification for Cured -in Place Thermosetting Resin Sewer Pipe NASTT Paper A-5-02 Styrene Free Resins for Cured -in -Place -Pipe (CIPP) Provide Comparable Mechanical Properties and Ease Contractor Submittals Submittals shall be in accordance with Section 01300 — Contractor Submittals. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 01300 of these specifications. A. Written guarantee indicating intent to comply with the manufacturer's standards for all materials and techniques being used in CIPP process. Any proposed modifications to the manufacturer's recommended standards shall be approved by the Engineer prior to installation of the product. Submit prior to purchase of any materials. B. Certified test results from the manufacturers which indicate that all materials conform to the applicable requirements. Submit prior to purchase of lining materials. C. Wall thickness calculations, stamped by a professional engineer, per 7-21.2(5). D. Chemical Resistance Data — The Contractor shall submit CIPP test results that meet the chemical resistance requirements of ASTM F 1216 and ASTM F 1743. Section 5.2.6. CIPP samples tested shall be of fabric tube and the specific resin proposed for actual construction. It is required that CIPP samples without plastic coating meet these chemical testing requirements. Also reference Section 7- 21.2(6). E. CIPP Field Samples — The Contractor shall submit test results from previous field installations of the same resin system and tube materials as proposed for the actual installation, Field sampling procedure shall be in accordance with ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. F. MSDS Sheets — The Contractor shall submit Material Safety Data Sheets for all resins, and other additives such as accelerants, colorants, and lubricants utilized in the pipe liner/lining process. G. Post -Installation Inspection Report. Reference paragraph 7-21.3(5). 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-2 ' PART 2 MATERIALS ' A. General Neither the CIPP product, nor installation, shall cause adverse effects to any of ' the City processes or facilities. The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant. The Contractor shall notify the City and identify ' any by-products produced as a result of the operations, test and monitor the levels, and comply with any and all local waste discharge requirements. B. Product Storage and Handling All materials shall be accompanied by test reports certifying that the material ' conforms to the ASTM standards listed herein. Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the ' manufacturer. Storage locations shall be approved by the Engineer. All damaged materials and pipe rejected by the Engineer shall be promptly removed from the site at the Contractor's expense and disposed of in accordance with current ' applicable regulations. Damage includes, but is not limited to, gouging, abrasion, flattening, cutting, puncturing, or ultra -violet (LTV) degradation. C. Tube 1. The tube shall consist of one or more layers of flexible, needled felt or an equivalent non -woven or woven material, or a combination or non- woven and woven materials, capable of carrying resin, and withstanding installation pressures and curing temperatures, as required in ASTM F 1216, Section 5 or ASTM F 1743, Section 5; and ASTM D 5613, Sections 5, 6 and 8. The tube may also contain felt layers reinforced with glass or carbon fibers. 2. The tube shall be manufactured to a size that when installed will snugly fit the internal circumference and the length of the original pipe. The tube shall have sufficient strength to bridge missing pipe sections and be able to stretch to fit irregular pipe sections and negotiate bends. Allowance shall be made for circumferential and longitudinal stretching during installation. Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Section 6.3.1 or better. 3. The outside layer of the tube shall be coated with an impermeable, flexible membrane that will contain the resin during and after impregnation, and facilitate monitoring of the resin saturation during the resin Impregnation (wet -out) procedure. 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-3 0 16-1912 4. The tube felt shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layer. No material shall be Included in the tube that may cause de -lamination in the cured CIPP. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. 5. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear detailed examination with CCTV Inspection may be made. The hue of the color shall be dark enough to distinguish a contrast between the fully resin saturated felt fabric and dry or resin lean areas. 6. Seams in the tube shall be equal to, or greater in strength than the non - seamed felt material. 7. The outside of the tube shall be marked with the name of the manufacturer. 8. The nominal tube wall thickness shall be constructed to the nearest 1.5 mm increment, rounded up from the design thickness for that section of installed CIPP. Wall thickness transitions, in 1.5 mm increments or greater as appropriate, may be fabricated into the fabric tube between installation entrance and exit access points. 9. Normally a pre -liner will not be required. Where groundwater is observed entering the pipe in the pre -lining video inspection, the Contractor shall install a pre -liner in the pipe prior to the felt liner. The pre -liner tube shall be a reinforced plastic sheet formed to fit the host pipe being lined and shall be continuous from manhole to manhole. The cost for the pre -liner shall be considered incidental to the cost of CIPP lining. Resin 1. The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent testing. 2. The resin shall be a chemically resistant thixotropic vinyl ester resin that is compatible with the installation process. The resin shall be styrene - free. The resin should be able to cure both in the presence and without the presence of water and the initiation temperature for cure should be less than 180 degrees Fahrenheit. When properly cured the resin/liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and or ASTM F1743. The resin shall be Corezyn CORVE8295 or equal. Cured -in -Place Pipe (CIPP) Rehabilitation 13218-4 0 t 1 �j 3. The activated resin shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as Creallova® CHROMA CHEM 844-7260 Phthalo-Blue, or equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin, to serve as a multi-purpose visual quality assurance indicator. For systems using a photo -initiator catalyst no colorant in the activated resin is required. E. CIPP Structural Requirements 1. Except where the liner thickness has already been provided by the City, the thickness of each liner installed shall be determined using calculation methods that are consistent with industry standards and the requirements of all applicable ASTMs. The Contractor's Design Engineer shall submit stamped and signed designs prior to the installation of any liner. The designs shall include a step by step calculation that shows all equations, defines all variables, lists all assumptions, and clearly indicates all values used for the design. 2. The minimum liner thickness to be used in all cases, regardless of the calculated thickness, shall never be less than 6 mm. 3. The liner thickness shall be the same for all sections of pipe. For the design depth, use the maximum structure depth for each bid item. 4. The design engineer shall set the long term (50 year extrapolated) Creep Retention Factor at 50% of the initial design flexural modulus as determined by ASTM D790 test method. 5. The cured in place pipe material (CIPP) shall conform to the structural properties as listed below. Minimum Physical Properties Property Test Method Cured Composite Wall Thickness ASTM D2122 Per ASTM F 1216 Flexural Modulus of Elasticity ASTM D-790 (short term) 300,000 psi Flexural Strength ASTM D-790 4,500 psi 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-5 6. The required structural CIPP wall thickness shall be based as a minimum on the physical properties indicated above, the Design Equations in the appendix of ASTM F 1216, and the following design parameters: Design Safety Factor 2.0 Creep Retention Factor 50% Ovality 2% Modulus of passive soil reaction 1,000 psi Marine Submergence Depth Assume 10 feet of submergence Soil Depth See Plan Set Live Load H-20 (Highway Loading) Soil Load (assumed)* 134 lb/cu. Ft. Pipe Condition Fully Deteriorated Minimum service life 50 years *No soils investigation related to this project has be performed F. Chemical Resistance Chemical resistance tests should be completed in accordance with Test Method D543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP lest specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, whichever is applicable, when subjected to the following: Chemical Solution Concentration, percent Tap Water (pH 6-9) 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-6 1 1 1 PART 3 A. L r Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 Marine Salt Water 100 The Contractor shall be responsible for all costs associated with the chemical resistance tests. EXECUTION Preparatory Work 1. Cleaning and video inspection of pipes per these specifications. 2. The values for pipe diameter and length given in the contract documents are based on best available information. Do not order materials based on the information provided in the contract. The Contractor shall independently verify pipe inner diameter and length in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. 3. "Wet -Out" Process for Resin/Tube Composite a. The quantity of resin used for the tube impregnation shall be sufficient to fill the volume of all voids in the tube material with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. b. A vacuum impregnation process shall be used. To ensure thorough resin saturation throughout the length of the tube, the level of the vacuum and the speed of the resin advance shall be coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be small, shallow, less than 10% of the tube wall thickness or 3 -mm, whichever is less, and be less than I% of the volume of the resin per unit length. C. A roller system shall be used to uniformly distribute the resin throughout the tube. The roller gap dimension shall be calculated by a method that determines the correct volume of resin/tube per foot contained within the confining perimeter of the flexible membrane. 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 1 13218-7 10 16-1912 d. The "wet -out" tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. e. No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. f. The person in charge of the "wet -out" process, as identified in the Statement of Qualifications for CIPP Rehabilitation, shall complete and sign a "wet -out" sheet for each liner to be delivered to the site. The certified "wet -out" sheet shall include, but is not limited to, "wet -out" date, resin identification, tube length, diameter, and thickness. The Contractor shall submit to the Engineer the signed "wet -out" sheet for each liner delivered to the site within 3 business days of wet out. Additionally, the Contractor shall submit a sample "wet -out" sheet from a previous job for the Engineer's review prior to the start of the "wet -out" process for the current project. g. The City reserves the right to inspect all phases of production and testing of materials, from manufacturing, shipping, "wet -out", installation, and cure, to finished product. . Pipe Liner Installation General The CIPP liner shall be installed and cured in the host pipe per the manufacturer's specifications as described and submitted in Section 1-05.5 of these Special Provisions. CIPP Installation shall be in accordance with applicable ASTM F1216, Section 7, or ASTM F 1743, Section 6, with the following modification: 1. Final Cleaning and Inspection: The existing host pipe shall be given a final cleaning just prior to insertion of the liner to remove any loose material that may have entered the line after the pre -installation cleaning. No more than one hour may elapse between this final cleaning/flushing pass and the insertion of the liner. After the cleaning is complete, make a final camera pass to verify the cleanliness of the line. This final pass shall be completed in the presence of the Engineer and accepted as `clean'. Cured -in -Place Pipe (CIPP) Rehabilitation 13218-8 2. The Eastside Treatment Plant will be temporarily shut down to prevent any treated water from entering the line during inspection. All treated water shall be removed from the main during final cleaning to provide the Contractor with a completely unobstructed view of the host pipe. 3. Prior to installation of the liner, the heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing heat supply. Additional monitors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the termination to allow for the monitoring and logging of temperatures during the cure cycle. The Contractor shall have back-up monitors available at all times. 4. Tube Insertion - The wet -out tube shall be positioned in the pipeline using either air or water inversion, or a pull -in method. The tube shall be pulled -in or inverted through an existing manhole or approved access point and fully extended to the next designated manhole or termination point. The pressure head shall remain constant to avoid wrinkles in the liner. The Contractor shall protect the manholes to withstand forces generated by equipment, water, or air pressures used while installing the tube. If a lubricant is used during the installation process the Contractor shall submit a material data to the Engineer prior to its use for approval. No petroleum based lubricants, such as mineral oil, shall be approved for use. The Contractor may be required to place an absorbent material in the area of installation (i.e. around truck area, gutter line, or where appropriate). If a pulling method is used, a cable shall be strung through the existing pipe to be rehabilitated and attached to the liner through an existing manhole or access point. The liner shall be pulled through the existing manhole and through the existing pipe by this cable. Care shall be taken not to damage the liner or host pipe during the installation. Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the inversion method. If, in the opinion of the Contractor, it is deemed suitable to utilize the pull -in method for any pipe with a vertical or horizontal curve, it shall be noted on the pre -installation pre -lining inspection report and presented to the Engineer for approval for this method. If neither method is deemed suitable for liner installation the line segment will be removed from the contract. Curing and Cool Down for Heated Water or Steam I. After liner placement is completed, a suitable heat source and distribution equipment shall be provided to distribute or re -circulate hot water or steam throughout the pipe. The equipment shall be capable of 16-1912 Cured -in -Place Pipe (CIPP) Rehabilitation 13218-9 16-1912 delivering hot water or steam throughout the section to uniformly raise the temperature above the temperature required to cure the resin. This temperature shall be determined by the manufacturer based upon the resin/catalyst system employed. The curing of the CIPP must take into account the existing pipe material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the soil). 2. To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monitors to gauge and record temperatures of the incoming and outgoing heat source during the curing and cooling shall be placed between the tube and pipe invert at each end. A back-up monitor is required in the event of monitor failure. 3. The Contractor shall submit the cure and cool down periods as recommended by the resin manufacturer. If an accelerant is used the Contractor shall submit the adjusted cure and cool down periods based on the accelerant Manufacturer's recommendations. Recirculation of the hot water or steam shall be maintained continuously throughout this period. 4. During the cure and cool down process, the Contractor shall keep logs, charts and/or graphs of the liner temperatures at the specified locations to ensure that proper temperatures and cure times have been achieved. Certified cure logs and cool down schedules shall be submitted for each installed liner. 5. The contractor shall maintain the maximum and minimum pressure required to hold the tube tight against the host pipe during the curing process until finished curing, per manufacturer's recommendation. 6. When cooling with water or air, the exterior "skin" (interface) temperature on both ends reaches 80 F or less, the processing shall be finished. The equipment may then be disconnected. 7. Care shall be taken in the release of the static head so that a vacuum will not develop that could damage the newly installed liner. Finished Pipe Liner 1. The finished lining shall be continuous over the entire length of an installation run and be free of visual defects, including but not limited to, foreign inclusions, cracks, dry spots or unsaturated layers, pinholes, wrinkles, blisters, bulges, soft spots, and de -lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding Cured -in -Place Pipe (CIPP) Rehabilitation 13218-10 C 16-1912 ground or from the ground to the inside the lined pipe. If these conditions are present, the affected portions of CIPP will be removed and replaced with an equivalent repair equal to the product installed. 2. Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor's expense, in a manner approved by the Engineer. 3. The beginning and end of the CIPP shall be cut flush. The annular space at the ends shall be sealed with an epoxy or resin mixture compatible with the liner/resin system and shall provide a watertight seal at both ends of the pipe. Sealing material and installation method shall be submitted and approved by the Engineer prior to start of construction. Hydraulic cements and quick -set cement products are not acceptable. Final Acceptance 1. The Contractor shall perform a CCTV inspection in accordance with section 8.6 of ASTM 1216 and ASTM F1743 after installation of the CIPP liner and reconnection of the active side sewer laterals. The quality of the Post -Installation CCTV inspection shall be held to the same standards as the Pre -Installation CCTV inspection. During the CCTV inspection the pipe invert shall be clear of any standing water and the pipe shall be continuously visible during the inspection. 2. The Contractor shall submit to the Engineer, for acceptance and approval, two (2) copies of unedited Post -Installation CD/DVDs and associated Inspection Reports for each sewer main segment within 14 working days of the liner installation. No more than one sewer main segment shall be included on a Post -Installation Inspection CD/DVD or inspection report. The inspection report shall note the inspection date, video name, debris, as well as any other defects in the liner, including, but not limited to, gouges, cracks, bumps, or bulges. The Post -Installation CD/DVD and Inspection Report submittals shall be reviewed by the Engineer within 10 working days of receipt. Payment for Sewer Rehabilitation bid items will not occur until Post - Installation CD/DVDs and Inspection Reports have been submitted, reviewed, and approved by the Engineer. 3. Immediately prior to conducting the post -installation CCTV inspection, the Contractor shall clean and flush the newly installed liner. Acceptance of the line as 'clean', (as previously defined in this Specification), shall be determined by the Engineer based upon the subsequent CCTV inspection of the line. Cured -in -Place Pipe (CIPP) Rehabilitation 13218-11 E. 16-1912 4. If the CCTV Inspection reveals any deficiencies in the clearing, such as remaining coupons of reinstated laterals, the contractor shall immediately correct these deficiencies at their own expense. Clean -Up After the liner installation has been completed and inspected, the Contractor shall clean up the entire project area. All excess material and debris shall be disposed of by the Contractor in accordance with State and Federal laws and regulations. Sampling and Laboratory Testing The physical properties of the installed CIPP liner shall meet the minimum physical properties verified through field sampling and certified, third -party laboratory testing. Per Section 8 of ASTM F1216 and ASTM F1743, the Contractor shall obtain samples from all actual installed CIPP liners. All samples shall be labeled with the following: • Date of installation • Location All material testing shall be performed at the Contractor's expense. Final payment for the project shall be withheld pending receipt and approval of the test results. If properties tested do not meet minimum requirements, the CIPP liner is subject to rejection, replacement or a reduction in payment. The Contractor shall supply samples to an agreed upon certified, third -parry testing laboratory. The laboratory name and accreditation information must be submitted to the City prior to any lining work. Payment for laboratory testing will be incidental to the CIPP lining process. END OF SECTION Cured -in -Place Pipe (CIPP) Rehabilitation 13218-12 'J 1 t t APPENDICES THIS PAGE LEFT INTENTIONALLY BLANK. 1 1 1 1 Fj r t 1 Fj 1 1 im *"4% murraysm�rth Ap L7 APPENDIX A 1 THIS PAGE LEFT INTENTIONALLY BLANK. I 1 i J 7% \ � \ \ \ C CL \ yz � \) / / \} f 7 ) 3 % z 2 ƒ) � \ � \ ) �.j \ D CL /\a 0 x c CO ) z { 2 I 15E ƒ } � 2 k / } f 7% \ \ \ \ \ C CL \ \ / / \} E E \ ) \ \ /\a ) c k ) 8 � a E E 2 02 E /7 § ) �a - ) $ \ E% 7 0 ± a) $ E ) y k / o \ )g >/ - 7 > } / / ) a) o ) j�0 G G- / \ / \ } r 2 \ 7 / f _ 0 0 o \ E z§/ 3 / a /} E � b k c \ \ o ) £ � \ 5 E % I / co � ' ( U) /G /} ; 15E ƒ } � 2 k / } f \ \ \ \ \ C CL \ \ / / E E \ ) \ \ ) c k ) 8 B & a E E 02 E /7 § ) �a - ) $ \ E% 7 0 ± a) $ ) y k / o \ )g >/ - 7 > } / / ) a) o ) ' a G G- / \ / \ } r 2 \ 7 / f _ 0 15E ƒ } � 2 k / } f Project Title: Contractor: CITY OF BREMERTON REQUEST FOR INFORMATION Log No. (Unique, Chronological) Project No.: Contract Date: (For Contractor's Use) Date: Subject: Information Description: Contractor's Authorized Signature: (For Owner's Use) Date: Subject: Information Description: Owner's Authorized Signature: �I ' CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) WCD #: Date: Project Name Project #: Contractor: Notice to Proceed Date: IYOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): IATTACH � I 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: 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 V L i 0 CL 4) i i O C N 0 V L cm W V O LL Vwo 0 ca c o c� � Y y cz w' j .S E gY C o " N ++ 0 2 co " C = a) N N C� t' co E U 7 O O Ecm .O m` z CO O U C Q c� N cn o O U p � o T ,r N or 0 U 5 Zcu .o T U) L rn O N O d p C C U C O V = a C13 0 06 a� "� c m O O m �c ai m a co > z° o°'C Ci aC L 0 Q O S O O 2 0 a ~ � C 0 O S O S cn Q Uui N Y 7 "C C I� CL rr W 0 Z a) cLn > � � � E a c E Z .o W W — U N p 0 z U U N N �O �O 1 1 u IACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <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: Date: r Title: Certificate of Notary Subscribed and sworn to before me this 1 1 5 1 1 II U day of murraysm►�h` APPENDIX B THIS PAGE LEFT INTENTIONALLY BLANK. 2i LU Lu LL m to m 0 OD `m .0 0 m 0 0 W W OD w LU f 2 :r Z< C3 0 N 0 z U) ol n�' < Z, az 1.06 2 za oz Ix Oa w Cl) 2i LU Lu LL UF yu• 11w - �o i°` zIa o F M 9N mo^a�� Rc'�.� kz¢-� W `a da o S "w �W w LL zW 3 FUz Q, j Q Noo43 ZD z a:- Ld $ oz a�4eg zas p s v� C �o- V R �- _ UI U u u V U U V a z Q Q w w~S u�i •amu $ 4 �o psi ?og z J F€mz w o Pzwow _ o �= w R zwmi R z na4a - w w 9 aW- � N w a �aa� :SSs�mmssr oaaJ u F yf o a w k7 - yEF o �" u U F; �•'cciu k' - avgi g 3 'o G. a� _ z u a m a a m u m s m a m Y - �� Eazx �g mo 3 yam 4o 1 - = ¢aa �� as�o o� oa Qo �`"z iV 34 o OF u�uJ' ✓•ua �O N3i =L¢ Nf - =� =ut' �o_ =off `= i`mJ' �`�'- m -a lw o 0 ,y Nw� aro- ao Zoe^ ,�aq 2 Y i a s sg Bio wj ~ Wo ": A Z N gm _ _�o 'C N to cwp -fir =H� �2- ¢ a� z z o G V- c - o o - -- vn�- i kI.u. 44+ II�{{¢ U v� V U c. v u� v cwi c.� in .n r' W w - w vt ✓�i ¢ i. , M iIL �kvooX W W veM r - t9 — ., e j I W Id, ., Q 14� - S W 'in r Q, J zui e �2h 5 vq N`. 4 d E dA1'J� nY�'i Y'Q VU =�.yYv II�J W z v�W LU Ld ai ti a F !ZzW cC! i V 4=.1 Uy, OWM;Q C 4 ` ,J�V<V, W z �3 FY �' oz.x�, W xa H�am�<.� 'he / E,'.i Q Q J KU' J <D .. 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CITY OF BREMERTON PUBLIC WORKS & UTILITIES OUTFALL PIPE REPLACEMENT WATER QUALITY MONITORING AND PROTECTION PLAN PREPARED FOR: CITY OF BREMERTON PUBLIC WORKS & UTILITIES ATTN: WILLIAM DAVIS 3027 OLYMPUS DRIVE BREMERTON, WASHINGTON, 98310 PREPARED BY: GRETTE ASSOCIATESLLC 2102 NORTH 30TH, SUITE A TACOMA, WASHINGTON 98403 (253) 573-9300 MARCH, 2018 ,A Grette AssociatesLLC NrLNVIHONMENTAL CONSULTANTS TABLE OF CONTENTS 1 INTRODUCTION................................................................................................................1 2 PROJECT DESCRIPTION...................................................................................................2 3 APPLICABLE WORK WINDOWS.....................................................................................3 4 CONSTRUCTION METHODS AND WATER QUALITY PROTECTION MEASURES.........................................................................................................................3 4.1 Regulatory Considerations........................................................................................3 4.2 General Water Quality Protection Measures.............................................................4 4.3 Project Specific Best Management Practices (BMPs)..............................................5 5 WATER QUALITY MONITORING OBJECTIVES AND STANDARDS ........................5 5.1 Monitoring Methods.................................................................................................5 5.1.1 Visual Monitoring.........................................................................................5 5.2 Monitoring Stations/Points of Compliance...............................................................6 5.3 Monitoring Schedule.................................................................................................7 5.4 Quality Control and Quality Assurance Procedures.................................................7 6 RESPONSES TO ELEVATIONS OR EXCEEDENCES OF WATER QUALITY CRITERIA FOR TURBIDITY.............................................................................................7 City of Bremerton Outfall Pipe Replacement i Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 TABLES Table 1. Sample field data log weekly report .............................................................................8 Table 2. Sample master activity log............................................................................................9 FIGURES Figure 1. Location of the Eastside Wastewater Treatment Facility............................................1 Figure 2. Overview of Outfall Alignment...................................................................................3 SHEETS Sheet 1. Overview schematic of the Project City of Bremerton Outfall Pipe Replacement ii Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 I INTRODUCTION The City of Bremerton (City) is proposing to replace portions of an outfall pipe located at their Eastside Wastewater Treatment Facility located at 2475 Stephenson Avenue, Bremerton, Washington, formally known as the Manette treatment plant (Figure 1). The pipe no longer supports the volume of wastewater discharge required. The replacement of certain portions of this outfall will increase the reliability and performance of the treatment facility. This Project will occur in and adjacent to the Port Washington Narrows in Bremerton, Kitsap County, Washington. The Port Washington Narrows is a seawater channel connecting Dyes and Sinclair Inlets that is subject to high currents. Figure 1. Location of the Eastside Wastewater Treatment Facility This Water Quality Monitoring and Protection Plan (WQMPP) has been prepared to provide reasonable assurance that this project will meet water quality certification standards. Water quality monitoring will be performed during construction to ensure compliance with Section 401 of the Clean Water Act and Washington State Water Quality Standards [WAC 173-201a]. This WQMPP describes applicable water quality criteria and protection measures, as well as protocol in the unlikely event that water quality criterion at the point of compliance are not met during trenching. It describes monitoring parameters and methods to verify the efficacy of the protection measures. The selected project contractor will be subject to the requirements and procedures specified in this plan. City of Bremerton Outfall Pipe Replacement I Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 2 PROJECT DESCRIPTION The existing outfall no longer meets the discharge requirements of the facility. The wastewater treatment plant has the capacity to treat up to 20 million gallons per day (mgd); however, the current outfall limits the discharge capacity to 15 mgd. A modified outfall is necessary in order to meet the discharge capacity of the facility. In addition, the existing multi -port diffuser fills with gravel due to the high currents in the Port Washington Narrows. The diffuser will be removed and replaced with a single port flexible diffuser. The outfall is composed of 20 -inch diameter cast iron pipe, converting to 36 -inch diameter reinforced concrete pipe roughly 240 feet beyond the seawall at an approximate elevation of 20 feet below the Mean Lower Low Water level (MLLW). The 36 -inch concrete portion of the existing outfall will be utilized in the new design. A majority of the existing 20 -inch outfall (approximately 223 feet) will be replaced with a 36 - inch reinforced concrete pipe. The existing multi -port diffuser will be removed in favor of a single opening, fitted with an elastomeric diffuser check valve. The end of the outfall will remain at an elevation of approximately -23 feet MLLW, similar to the existing diffuser. The pipe replacement will require excavation of a small area of shoreline in order to access the pipe. The cast iron pipe will be exposed by trenching, starting approximately 20 feet out from the base of the treatment plant bulkhead. The trench will be sheeted during construction for approximately 223 feet using sheet pile, driven with a vibratory hammer. The trench will be approximately 6 -inches deeper than the bottom of the proposed pipe to accommodate a supporting foundation of pipe bedding material. The temporary sheet pile used to shore the trench during construction will be tall enough to isolate the area from adjacent waters during active trenching. The open end at the bottom of the trench area will be closed off with either sheet pile or a coffer cell wrapped with silt curtain material. This will effectively isolate the trench area and will largely contain suspended sediment from trenching and other construction activities to the trenching area when working in -water and during tidal inundation following work in the dry. Excavated material is estimated to be approximately 600-1,000 cubic yards from the seawall waterward. The excavated area will be backfilled with approximately 50-100 cubic yards of pea gravel bedding around the pipe and the native excavated material will be used to backfill the area above the pipe zone. All sheet pile will be removed once pipe installation is completed. Figure 2 shows the alignment of the outfall in relation to the treatment plant and Sheet 1 shows the schematic for the new outfall. City of Bremerton Outfall Pipe Replacement 2 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 Figure 2. Overview of Outfall Alignment 3 APPLICABLE WORK WINDOWS The commonly applied work window for projects conducted within the Port Washington Narrows is July 16 through February 15 annually. In -water work is expected to commence as soon as possible upon receipt of all necessary permits, anticipated to be August or September of 2018. All in -water work is expected to be completed by the close of the standard in -water work period. 4 CONSTRUCTION METHODS AND WATER QUALITY PROTECTION MEASURES This section describes the protection measures that will be implemented during project excavation activities. 4.1 REGULATORY CONSIDERATIONS • Water quality standards and procedures that limit the impact of turbidity to a defined mixing zone would be observed (WAC 173-201A). • Project construction will be completed in compliance with WAC 173-201A. City of Bremerton Outfall Pipe Replacement 3 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 • Any discharge of oil, fuel or chemicals into state waters is prohibited (WAC 173- 201A). • Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc., shall be checked regularly for drips or leaks, and shall be maintained and stored properly to prevent spills into state waters. Proper security shall also be maintained to prevent vandalism (WAC 173-201A). • Corrective actions will be taken in the event of any discharge of oil, fuel, or chemicals into the water (WAC 173-201A), including: o In the event of a spill, containment and cleanup efforts will begin immediately and be completed as soon as possible, taking precedence over normal work. Cleanup will include proper disposal of any spilled material and used cleanup material. o The cause of the spill shall be assessed and appropriate action will be taken to prevent further incidents or environmental damage. • Spills and/or conditions resulting in distressed or dying fish shall be reported immediately to DOE's Northwest Regional Spill Response Office at (425) 649-7000 (a 24-hour phone number) (WAC 173-201A). Spills of oil or hazardous materials also shall be reported immediately to the National Response Center at 1 (800) 424-8802 and the Washington Emergency Management Division at 1 (800) 258-5990 or 1 (800) OILS -911. 4.2 GENERAL WATER QUALITY PROTECTION MEASURES • The contractor will comply with permit conditions. • The contractor will comply with all water quality restrictions and implement corrective measures if temporary water quality standards are exceeded. • Operations will be stopped temporarily if listed species are observed as injured, sick, or dead in the project area, to evaluate whether additional listed species are present and to assess whether operations may continue without further impact. NOAA Fisheries law enforcement will be notified, and fish will be handled with care to ensure effective treatment or analysis of cause of death or injury. • Excess or waste construction materials will not be disposed of waterward of MHHW or allowed to enter waters of the state. • The contractor will be required to capture any debris associated with Project activities and not allow it to enter the Port Washington Narrows. • Care will be taken to prevent any petroleum products, chemicals, or other toxic or deleterious materials from entering the water. Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc., will be checked regularly for drips or leaks, and shall be maintained and stored properly to prevent spills into State waters. Proper security shall also be maintained to prevent vandalism. City of Bremerton Outfall Pipe Replacement 4 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 • The contractor will have a spill containment kit, including oil -absorbent materials, on site to be used in the event of a spill or if any oil product is observed in the water. o If a spill were to occur, work would be stopped immediately, steps would be taken to contain the material, and appropriate agency notifications would be made (see below). The contractor is responsible for the preparation of spill response and hazardous material control plans to be used for the duration of Project construction. o Spills of oil or hazardous materials shall be reported immediately to the National Response Center at 1 (800) 424-8802 and the Washington Emergency Management Division at 1 (800) 258-5990 or 1 (800) OILS -911. o If fish are observed in distress or a fish kill occurs, work would be stopped immediately. WDFW, Ecology, and other necessary agencies would be contacted and work would not resume until further approval is given. 4.3 PROJECT SPECIFIC BEST MANAGEMENT PRACTICES (BMPS) • In water excavation will utilize a shoring system surrounding the excavation area. This will greatly reduce turbidity in the Port Washington Narrows by isolating the area of excavation. • Work will occur in the dry to the best extent practicable by coordinating with low tides whenever possible. • During trenching, the contractor will pause the excavator bucket at the surface of the water before slowly transferring the sediment to barge. • Visual turbidity will be monitored to ensure construction activities are in conformance with Washington State Surface Water Quality Standards, or other conditions as specified in the WDOE Water Quality Certification (WQC). • Containment flaps shall be fitted to the bucket of the excavator. 5 WATER QUALITY MONITORING OBJECTIVES AND STANDARDS Dyes and Sinclair Inlets, including the Port Washington Narrows, is considered marine waters under WAC 173-201A, with an "excellent" aquatic life use designation (WAC 173-201A-612 Table 612). The objective of water quality monitoring for this Project is to verify the efficacy of construction practices and BMP's by documenting any turbidity plume relative to the point(s) of compliance [WAC 173 -201A -210(1)(e)]. 5.1 MONITORING METHODS 5.1.1 Visual Monitoring During in -water trenching, the active work area will be isolated by the sheet pile trench as described above. This will greatly reduce the potential for elevated turbidity in the temporary mixing area. Therefore, this WQMPP proposes visual monitoring only. City of Bremerton Outfall Pipe Replacement 5 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 Visual monitoring will be conducted during all in -water trenching, sheet pile removal and diffuser removal work. These are the activities with the greatest potential for sediment disturbance. The following parameters are to be assessed during visual monitoring: • Turbidity (visual indication of plumes, generally related to in -water work, may also be related to natural processes) • Operation and effectiveness of water quality protection measures Visual monitoring may be conducted from the adjacent shoreline, construction vessels, and/or a small boat as necessary. Monitoring information including date, and time will be recorded on data sheets, along with the water depth at monitoring location and name of the monitor (Table 1). The monitor will comment on activity, weather, tidal stage, or other conditions that may influence turbidity. 5.2 MONITORING STATIONS/POINTS OF COMPLIANCE Pursuant to WAC 173 -201A -210(1)(e), the allowable size of a temporary mixing zone for marine waters shall not exceed 150 feet (compliance point). To ensure project compliance with this mixing zone parameter, three general monitoring stations will be established as follows: • "Early warning" point — This monitoring station will be located approximately 75 - feet down -current from in -water construction actions, depending upon site safety factors. The purpose of establishing an early warning point is to provide an early indication as to whether an exceedence may occur at the compliance point. • Compliance point — This monitoring station/point of compliance will be located 150 - feet down -current from the project activities. In the event that a visual turbidity plume is noted at the compliance point, the protocol identified in Section 6 of this document will be utilized. • Background point — This monitoring station/point will be located outside of the compliance boundary (i.e., >150 feet from the in -water activity) in a location outside the area of influence of the Project activities and in the opposite direction of tidal flow during construction. This will be the visual standard that the 150 -foot compliance point must match or closely match. For purposes of this Project an exceedance would consist of a visible turbidity plume extending beyond the Compliance Point location. Elevated turbidity is the only monitoring element that may occur within the project compliance boundaries. Elevated turbidity is only permissible to the extent specified in the permit approvals. Any other monitoring elements (e.g. construction debris, distressed fish, etc.) shall be immediately noted and addressed if they occur anywhere within the project or compliance boundaries. City of Bremerton Outfall Pipe Replacement 6 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 5.3 MONITORING SCHEDULE Monitoring shall occur when there is in -water trenching and during sheet pile removal. Monitoring will begin at the start of trenching activities. Throughout the course of these construction activities, turbidity will be monitored as discussed above, with observations being recorded in field notes every 60 minutes and summarized in a daily log (Table 1). 5.4 QUALITY CONTROL AND QUALITY ASSURANCE PROCEDURES All water quality information will be kept in the offices of the contractor conducting monitoring. This collection will include a master activity log of events related to water quality monitoring with the name and affiliation of the person primarily responsible for that event (Table 2), all original field data notes (copies acceptable) with date, time, and results information, and the daily summary log (Table 1). 6 RESPONSES TO ELEVATIONS OR EXCEEDENCES OF WATER QUALITY CRITERIA FOR TURBIDITY If large turbidity plumes at the early warning boundary are evident, the monitoring staff will notify the construction contractor. The contractor will take actions to limit turbidity levels between the early warning boundary and compliance point. Actions may include checking the sheet pile and/or silt curtain containment to see whether adjustments are needed or modification of other construction water quality protection measures. If an exceedance is observed at the compliance point, the monitoring and construction contractors will evaluate what is causing the exceedance (i.e. working to quickly, fine sediments, very fast currents). Contractors will also discuss if there are reasonable measures that could be taken to avoid another exceedance. Reasonable measures employed could include inspecting the coffer dam, or adjusting the daily in -water work schedule to target periods of lower water and/or more slack tide. City of Bremerton Outfall Pipe Replacement 7 Grette Associates LLC Water Quality Monitoring and Protection Plan March 2018 Table 1. Sample field data log daily report Date Sunrise Sunset Tidal Range Trenching Start/End Comments ❑ THIS FIELD REPORT IS PRELIMINARY A preliminary report is provided solely as evidence that field observation was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. FIELD REPRESENTATIVE DATE - ❑ THIS FIELD REPORT IS FINAL A final report is an instrument of professional service. Any conclusions drawn from this report should be discussed with and evaluated by the professional involved. REVIEWED BY DATE - This report presents opinions formed as a result of our observation of activities relating to our services only. We rely on the contractor to comply with the plans and specification throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the work of others. Our firm will not be responsible for job or site safety of others on this project. DISCLAIMER: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by Grette Associates, and will serve as the official document of record. This daily report is compiled utilizing Daily monitoring reports which are stored by Grette Associates. City of Bremerton Outfall Pipe Replacement Water Quality Monitoring and Protection Plan Table 2. Sample master activity log Date Action Responsible Notes Person City of Bremerton Outfall Pipe Replacement Water Quality Monitoring and Protection Plan Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 ws��nnoeeae=� Olympia, WA 98504-3234 FISHdWILDLIFE (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 PERMITTEE City of Bremerton Public Works and Utilities ATTENTION: Ned Lever 3027 Olympus Drive Bremerton, WA 98310 FPA/Public Notice Number: N/A Application ID: 12896 AUTHORIZED AGENT OR CONTRACTOR Grette Associates, LLC ATTENTION: Caitlyn Cowan 2102 N 30th St Tacoma, WA 98403-3319 Project Name: City of Bremerton Deepwater Outfall Replacement Project Description: This project will replace an existing outfall in a shortened configuration. A 223' portion of existing 20" cast iron pipe will be replaced with 36" concrete pipe. A 134' existing portion will remain, while an existing diffuser measuring 110' will be replaced with a much shorter TideFlex valve. PROVISIONS TIMING AND PLANS 1. TIMING LIMITATION: To protect salmon at the job site, in -water work must occur between August 1st to December 31 st and January 1 st to February 15th of any year. Work in the dry below the ordinary high water mark may begin on July 16th and must also end at the close of the work window above. 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 "updatedJARPA.pdf " and "Bremerton Deepwater Outfall Replacement (12896) Additional Project Details Email.pdf; JARPAset11818.pdf; TCE.pdf' , received on November 16th 2017 and January 22nd 2018 respectively, 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. 3. A 110 foot section of existing outfall diffuser will be removed and replaced by a TideFlex valve. Additionally a 20 foot piece of pipe adjacent to the outfall will also be removed from the upper beach. 4. As proposed all equipment and construction will be confined to a 110 foot wide work corridor, with 60 feet on the west side and 50 feet on the east side of the outfall centerline. A 350 square foot area enclosed by ecology blocks, within the work corridor on the upper beach, will be used as a staging and stockpile area for materials excavated from the upper beach. Ecology blocks around this area should be high enough to prevent over -topping by marine waters and entrainment of fish. Materials excavated from the lower beach and subtidal areas will be stockpiled and dewatered on a barge. 5. VEGETATION PROTECTION: As proposed, ecology blocks will be spaced every 5 feet along the edge of the vegetation bed (pickleweed) on the beach to protect it from construction impacts. A minimum 2 foot buffer should be maintained between the vegetation and ecology blocks. The project must not result in impacts to intertidal wetland vegetation. 6. Mitigation for this project will be in the form of beach nourishment of the upper beach within the work corridor. Sand and gravel placed on the beach should be appropriately sized to nourish the littoral drift following the provisions below: a. For this beach, material placed must be in compliance with the following specifications: Sieve Size Percent passing by weight 5/8 -inch 100 3/8 -inch 90-100 Page 1 of 6 Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 FISHana4YILDLIFE Olympia, WA 98504-3234 (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 FPA/Public Notice Number: N/A Application ID: 12896 1/1 6 -inch 40-50 1/100 -inch (.25mm) 0-5 b. Spread the material along the entire length of the work corridor along the bulkhead and access ramp for a width of fifty feet (50 ft) waterward, for a distance of no less than one hundred and ten lineal feet (110 ft) to a uniform depth of six inches (6 in), totaling approximately one hundred cubic yards (100 cy) of nourishment material. c. Use clean, round gravel, not crushed or angular rock. d. The mix must not contain fine silt or clay type soils. e. The sand and gravel mix must be placed within 72 hours following outfall construction. NOTIFICATION REQUIREMENTS 7. 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. 8. 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. STAGING, JOB SITE ACCESS AND EQUIPMENT 9. 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 prevent 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. 10. Clearly mark boundaries to establish the limit of work associated with site access and construction. 11. Limit the removal of native bankline (terrestrial) vegetation to the minimum amount needed to construct the project. 12. Retain all natural habitat features on the beach larger than twelve inches in diameter including patches of aquatic vegetation (specifically the patch of pickleweed at the top of the beach), trees, stumps, logs, and large rocks. These natural habitat features may be moved during construction but they must be placed near the preproject location before leaving the job site. 13. Check equipment daily for leaks and complete any required repairs before using the equipment in or near the water. 14. 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. 15. Operate vessels with minimal propulsion power and in adequate water depth to prevent impacts from grounding and propeller wash to seagrass, kelp, and forage fish spawning beds. 16. Do not deploy anchors or spuds in seagrass, kelp, or intertidal wetland vegetation. 17. Maintain anchor cable tension, set and retrieve anchors vertically, and prevent mooring cables from dragging to avoid impacts to seagrass and kelp. CONSTRUCTION -RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT 18. Prevent contaminants from the project, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sediment -laden water, chemicals, or any other toxic or harmful materials, from entering or leaching into waters of the state. OUTFALL Page 2 of 6 Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 FISHana4YILDLIFE Olympia, WA 98504-3234 (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 FPA/Public Notice Number: N/A Application ID: 12896 19. The final footprint of the proposed outfall must not extend more than 417 feet waterward of the existing bankline. 20. The pipeline conveyance must not daylight landward of extreme low water (-4.5 feet Mean Lower Low Water). Bury the top of the pipeline/anchors a minimum of 18 inches below the existing beach grade. 21. The project must not result in the stranding of fish or other marine organisms. This can be achieved by filling in depressions between tidal cycles and maintaining positive return flow in any depressions, holes, or trenches, that must remain during tidal inundation. 22. The pipeline outfall must be configured to minimize both erosion of bed materials and adverse impacts to habitat. 23. Use of equipment on the beach must be held to a minimum, confined to a single access point, and limited to a 110 - foot work corridor parallel to the pipeline. Construction materials shall not touch the beach outside this work corridor. 24. Keep surface gravels and deeper excavated sediments in separate stockpiles and back -fill trenches in reverse order of excavation. Do not stockpile excavated materials containing silt, clay, or fine-grained soil waterward of the ordinary high water line. DEMOBILIZATION/CLEANUP 25. Reshape beach area depressions created during project activities to preproject beach level upon project completion. 26. Remove all debris or deleterious material resulting from construction from the beach area or bed and prevent from entering waters of the state. 27. Replace damaged or destroyed riparian vegetation during the first dormant season (late fall through late winter) after project completion. 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. LOCATION #1: Site Name: City of Bremerton Eastside Wastewater Treatment Plant 2475 Stephenson Avenue, Bremerton, WA 98310 WORK START: January 23, 2018 WRIA Waterbody: WORK END: February 1, 2019 15 - Kitsap Wria 15 Marine 1/4 SEC: Section: Township: Range: Latitude: 11 24 N 01 E 47.582278 Location #1 Driving Directions Tributary to: Puget Sound Longitude: County: -122.63915 Kitsap From highway 303 northbound, take exit onto Clare Ave. after crossing the Warren Ave bridge. Turn right onto Lebo Blvd then turn left onto Stephenson Ave. From highway 303 southbound, take exit to Callahan Drive before coming to Warren Ave bridge. Turn right onto Callahan Drive, which becomes Juniper Street. Turn right on Lebo Blvd then left onto Stephenson. APPLY TO ALL HYDRAULIC PROJECT APPROVALS Page 3 of 6 Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 FISHana4YILDLIFE Olympia, WA 98504-3234 (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 FPA/Public Notice Number: N/A Application ID: 12896 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. 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. 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. You should allow up to 45 days for the department to process your request. Page 4 of 6 Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 FISHana4YILDLIFE Olympia, WA 98504-3234 (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 FPA/Public Notice Number: N/A Application ID: 12896 MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you originally applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major 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 requesting a major 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 your written request by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may email your request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more information. A. INFORMAL APPEALS: WAC 220-660-460 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, PO Box 43234, Olympia, Washington 98504-3234; 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 may conduct an informal hearing or review 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. Page 5 of 6 Washington Department of Fish & Wildlife HYDRAULIC PROJECT APPROVAL PO Box 43234 FISHana4YILDLIFE Olympia, WA 98504-3234 (360) 902-2200 Issued Date: January 23, 2018 Permit Number: 2018-6-32+01 Project End Date: February 15, 2022 FPA/Public Notice Number: N/A Application ID: 12896 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, PO Box 43234, Olympia, Washington 98504-3234; 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. Habitat Biologist Nam Siu Nam.Siu@dfw.wa.gov 360-522-6035 for Director WDFW Page 6 of 6 City of Bremerton Department of Community Development MITIGATED DETERMINATION OF NONSIGNIFICANCE (MDNS) PROPOSAL: Replacement of the existing outfall pipe at the Eastside Treatment Plant with an approximately 430 -foot long, 36" diameter HDPE outfall pipe, and a diffuser approximately 84 feet long; and excavation of approximately 300 cubic yards waterward of the seawall. A shoreline permit exemption, Army Corps of Engineers Section 10 permit, and Washington Department of Fish & Wildlife (WDFW) Hydraulic Project Approval are required for this application. FILE NUMBER: BP16 00081 LOCATION: 2475 Stephenson Avenue PROPONENT: City of Bremerton Public Works Department LEAD AGENCY: Department of Community Development The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This MDNS is issued after using the optional DNS process in WAC 197-11-355. There is no further comment period on the MDNS. The mitigation measures are as follows: 1. An approximately 30 -foot section of exposed and abandoned stormwater pipe located on the site shall also be removed, capped if necessary, and disposed of off-site. Trenches and depressions resulting from pipe removal will be backfilled with the native bed material specified in the approved plans. 2. Work to be completed per the required Hydraulic Permit Approval (HPA) and Army Corps of Engineers Section 10 permits, including approved in -water work windows. 3. Copies of the aquatic vegetation survey shall be provided to Washington Department of Natural Resources (DNR), WDFW, and project file prior to starting work. RESPONSIBLE OFFICIAL: STAFF CONTACT: DATE40 ISSUE: L. Andrea L. Spencer Department of Community Development City of Bremerton 3456 th Street, Suite 600 Bremerton, WA 98337 Kelli Lambert, (360) 473-5245 April 13, 2017 risible Official NOTE: ursu nt to(RCW 43.21C.075, City of Bremerton SEPA requirements 20.04.210 and City of Bremerton environmen I re uirements BMC 20.14, decisions of the Responsible Official may be appealed. Appeals must be filed with the app,/ p ro iate fees at the Department of Community Development located at the Bremerton Government Center, 345 Sixth Str t, Suite 600, Bremerton, WA 98337. NOTE: The issuance of this MDNS does not constitute project approval. The applicant must comply with all other applicable requirements of the City of Bremerton and the State of Washington. ENVIRONMENTAL CHECKLIST UPDATED 2014 Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not aaaly" onlv when you can exalain why it does not aaaly and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals: For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non -projects) questions in Part B - Environmental Elements —that do not contribute meaningfully to the analysis of the proposal. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 1 of 17 City of Bremerton Department of Community Development 345-6 th Street, Suite 600 Bremerton, WA 98337-1873 Phone: (360) 473-5275 Fax: (360) 473-5278 ENVIRONMENTAL CHECKLIST UPDATED 2014 Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not aaaly" onlv when you can exalain why it does not aaaly and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals: For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non -projects) questions in Part B - Environmental Elements —that do not contribute meaningfully to the analysis of the proposal. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 1 of 17 A. Background 1. Name of proposed project, if applicable: City of Bremerton Eastside Treatment Plant Outfall Replacement 2. Name of applicant: City of Bremerton Public Works 3. Address and phone number of applicant and contact person: William Davis, P.E. City of Bremerton Public Works 3027 Olympus Drive Bremerton, WA 98310 360-473-2312 4. Date checklist prepared: December 16, 2016 5. Agency requesting checklist: City of Bremerton, Department of Community Development 6. Proposed timing or schedule (including phasing, if applicable): July 16, 2017 through February 15, 2018 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. At this time, there are no plans for future additions, expansion, or other activity related to this proposal. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. • JARPA, Grette Associates • Biological Evaluation, Grette Associates • Shoreline Exemption Request, Grette Associates 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 2 of 17 10. List any government approvals or permits that will be needed for your proposal, if known. • Shoreline Exemption (City of Bremerton) • Hydraulic Project Approval (WDFW) • Army Corps of Engineers Section 10 Permit • City of Bremerton Building Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The City of Bremerton (City) is proposing to replace the outfall pipe located at their Eastside Treatment Plant (ETP) at 2475 Stephenson Avenue, Bremerton, Washington, formerly known as Manette treatment plant (Sheet 1). This facility only operates under extreme wet weather conditions when Sewage Pump Station CE -1 in West Bremerton cannot keep up with flow coming in from East Bremerton. Flows back up in the beach mains and enters the ETP for treatment. The outfall pipe, most of which was installed in the 1940s, limits the capacity of the plant from its 20 million gallons per day (mgd) design to approximately 14 mgd. In high rain events when stormwater combines with the domestic wastewater, high flows have the potential to overwhelm the plant and result in untreated wastewater discharging into the Port Washington Narrows. The replacement of this outfall pipe will increase the reliability and performance of the treatment facility. The current outfall pipe is composed of 20 -inch diameter cast iron pipe, converting to 36 -inch diameter reinforced concrete pipe approximately 220 feet beyond the sea wall. With the proposed design, the entire existing pipe will be replaced with high density polyethylene (HDPE) pipe, held in place with precast concrete anchors, where they are necessary. The diameter of the new pipe is currently estimated to be 36 inches. Pipe length from the effluent manhole to the end of the existing outfall is approximately 430 feet; the diffuser is an additional 84 feet. The design discharge is 20 mgd, which is the current capacity of the treatment plant. Elastomeric duckbill valves will be used on the outfall to prevent rocks and debris from entering the outfall pipe. The pipe replacement will require excavation of part of a small area of shoreline. Excavated material is estimated to be approximately 300 cubic yards from the seawall waterward. If the area from the effluent manhole to the seawall requires excavation, approximately 100 cubic yards will be excavated in addition. The excavated area will be backfilled with suitable material (e.g. pea gravel) around the pipe and the native excavated material will be used to backfill the area above the pipe zone. The derelict outfall pipe may or may not be removed. If the pipe is to be removed, the derelict pipe will be disposed of upland at an offsite facility. Pipe removal will result in temporarily increased turbidity as sediment covering and surrounding the pipe will be disturbed. However, as the waterway is subject to strong tidal currents any turbidity resulting from the Project will be quickly dispersed. The upper (nearshore) portion of the new HDPE pipe will be buried while the lower (waterward) portion will lie along the bottom of Port Washington Narrows. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 3 of 17 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The outfall replacement will take place at the City of Bremerton's ETP located at 2475 Stephenson Avenue, Bremerton, Washington. This facility is on the eastern shoreline of Port Washington Narrows, in the City of Bremerton, Kitsap County, Washington. This property is located within the SE quarter of Section 11, Township 24, Range 1 E. Sheet 1 shows the vicinity of the Project site. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General de cription of the site (circle one). Flat rolling, hilly, steep slopes, mountainous, C)_ Intertidal Beach b. What is the steepest slope on the site (approximate percent slope)? To the east there are moderate slopes that are 15-30% in incline. However, in the immediate project area, no steep slopes or other geographical hazards are identified. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. According to the Soil Survey of Kitsap County, the project site contains one known soil Type; alderwood very gravelly sandy loam. The western edge of the property has not been surveyed. The intertidal beach consists primarily of sand, gravel, and cobble substrate through upper portions of the beach. Portions of the outfall alignment that are exposed to strong currents (lower intertidal and subtidal) have generally larger substrate (cobbles). d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no slopes in the immediate area that have a history of unstable soils, and there are no surface indications of unstable soils. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 4 of 17 e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. No fill is required for this project. Backfill will consist of a suitable material around the pipe and covered with native material above the pipe zone. Excavation of the old outfall pipe will disturb approximately 300 cubic yards of beach deposits from the seawall waterward. If the area from the MH to the seawall requires excavation, an additional 100 cubic yards will be excavated. The native material will be used for backfill, after the new pipe is installed. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Limited potential for erosion exists which will be mitigated as described in paragraph h. below. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No impervious surface will be created as a result of this proposal. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion and sediment control best management practices (BMPs) will be utilized during construction activities. In addition, the following measures are proposed: • All land-based intertidal construction activities would occur when the tide is out, and exposed areas would be covered with appropriate substrate material before subsequent inundation, if practical. • Excavation will occur in segments if necessary, such that all trenches will be closed each day before the tide comes back in, to avoid fish stranding and to minimize sedimentation. • Backfill will consist possibly of a self compacting material around the pipe and backfilled with native material above the pipe zone. • To the extent practical, native riparian vegetation would be left in place along the shoreline. • All debris or deleterious material resulting from construction will be removed from the project area and prevented from entering waters of the state. 2. Air a. What types of emissions to the air would result from the proposal during constructionLoperation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. Emissions from construction equipment will result as from any construction project. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. There are no off-site sources of emissions or odor that would affect this proposal. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 5 of 17 c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction BMPs to control impacts to air quality will include the following: • Construction equipment will not be allowed to idle when not in use. 3. Water a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. The project is adjacent to and in the Port Washington Narrows, which flows into Sinclair Inlet and the Puget Sound. This project will also require in water work within the Port Washington Narrows. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The project is adjacent to and in the Port Washington Narrows, which flows into Sinclair Inlet and the Puget Sound. This project will also require in water work within the Port Washington Narrows. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No dredged material will be removed from surface water or wetlands. Approximately 100 cubic yards of suitable material will be placed in the trench to bed the pipe. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No surface water withdrawals or diversions are required by this proposal. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. The site is located within a 100 year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No waste materials will be discharged to surface water. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 6 of 17 b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. Dewatering may be conducted in localized areas if needed. Dewatering water will be cleaned of sediment by pumping through a sedimentation bag prior to discharge. The bag will be located high on the beach in undisturbed sandy/gravelly areas so that the treated water infiltrates in to the beach sediments prior to the flows entering surface water. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste material will be discharged from any source as a result of this proposal. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The project area consists of pervious surface and will remain pervious. There is no source of runoff. 2) Could waste materials enter ground or surface waters? If so, generally describe. There is potential for waste materials to enter the Port Washington Narrows; however, construction BMPs to control waste materials and surface water runoff will be implemented during construction. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. This proposal will not alter or affect drainage patterns in the vicinity of the site. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Excavation near and in -water will likely occur in order to install the new outfall pipe. Turbidity is not expected to substantially affect water quality conditions in Port Washington Narrows. BMPs for stormwater runoff control may include the following: SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 7 of 17 • All construction equipment will be maintained in good working order to minimize the risk of fuel and fluid leaks or spills. • Equipment that is used for intertidal work will be cleaned prior to operations below MHHW. External oil and grease will be removed, along with dirt and mud. No untreated wash and rinse water will be discharged into local waters or wetlands without adequate treatment. • Drip pans will be fitted with absorbent pads and placed under all equipment being fueled. • All vehicles operated within 150 feet of the shoreline will be inspected daily for fluid leaks before leaving the vehicle staging area. Any leaks detected will be repaired before the vehicle resumes operation. • Development of a spill containment plan and access to the necessary materials on- site prior to and during construction. • Treatment of all dewatering discharge using a sediment bag and infiltration into beach sediments. 4. Plants a. Check the types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other _X—shrubs _X_grass pasture crop or grain Orchards, vineyards or other permanent crops. wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other _X—other types of vegetation b. What kind and amount of vegetation will be removed or altered? There is little to no vegetation in the outfall alignment: the area is either gravel, paved or beach material. There is a very small amount of vegetation along a fence line that runs perpendicular to the outfall alignment. Little or no vegetation will be altered or removed. If this occurs, the vegetation will likely only be grass. c. List threatened and endangered species known to be on or near the site. Please see 5.b below. An analysis will be prepared demonstrating that there will be no adverse effects of the project to threatened or endangered species. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: No landscaping is proposed. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 8 of 17 e. List all noxious weeds and invasive species known to be on or near the site. There are no invasive or noxious plant species known to be on or near the site. 5. Animals a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: birds. �heron, eagle, son bir ther: mammalar, a c, be -aver, the otter, raccoon, small mammals fish: bass, a mon, trou herring shell fis ,other b. List any threatened and endangered species known to be on or near the site. The ESA -listed species potentially occurring in the project action area, identified from species lists on the NMFS and USFWS websites and the WDFW PHS database are: • Chinook salmon (Oncorhynchus tshawytscha) Puget Sound ESU (Threatened) • Bull trout (Salvelinus confluentus) Coastal/Puget Sound DPS (Threatened) • Chum salmon (O. keta) Hood Canal Summer -run ESU (Threatened) • Steelhead trout (O. mykiss) Puget Sound ESU (Threatened) • Eulachon, Pacific (southern DPS) (Thaleichthys pacificus) (Threatened) • Bocaccio rockfish (Sebastes paucispinis) Georgia Basin DPS (Endangered) • Canary rockfish (Sebastes pinniger) Georgia Basin DPS (Threatened) • Yelloweye rockfish (S. ruberrimus) Georgia Basin DPS (Threatened) • Marbled murrelet (Brachyramphus marmoratus) (Threatened) • Killer whale (Orcinus orca) Southern Resident DPS (Endangered) c. Is the site part of a migration route? If so, explain. The site is part of the larger Pacific Flyway and various waterfowl and other birds migrate through the general region. d. Proposed measures to preserve or enhance wildlife, if any: Wildlife would be protected by compliance with the established in -water work windows for the project action area; the trench will be dug either aligned in a manner to avoid pooling of out- going tidal waters or in segments if necessary, to avoid fish stranding; and BMPs would be implemented to control silt or sediment from entering waters. e. List any invasive animal species known to be on or near the site. Puget Sound is host to several aquatic invasive species. However, there is no documentation of presence or absence on or near the Project site. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 9 of 17 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. No energy is used in operation of the completed project. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. This proposal would not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: No energy conservation features are proposed. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No energy conservation features are proposed. 1) Describe any known or possible contamination at the site from present or past uses. No special emergency services will be required as a result of this proposal. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. The existing outfall will be maintained in service until the new outfall is complete The transfer to the new outfall would include appropriate best management practices (BMPs) to protect against wastewater spills during the transfer. This project is to occur between periods of operation for the Eastside Wastewater Treatment Facility. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Fluids related to the operation and maintenance of equipment used in this Project will be the only potentially hazardous substances on site. See Project BMPs above on how this materials will be managed. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 10 of 17 4) Describe special emergency services that might be required. No special emergency services will be required. 5) Proposed measures to reduce or control environmental health hazards, if any: See above for Project specific BMPs to reduce or control environmental health hazards. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise in the area is mainly produced by road and boat traffic. Noise in the area will not affect this project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. The duration and noise generated during project construction is dependent on the different phases of construction activity, but typically noise levels will be highest during the excavation process. This noise would be limited to daylight work hours (between 7:00 a.m. and 7:00 p.m. Monday through Saturday). 3) Proposed measures to reduce or control noise impacts, if any: Equipment with mufflers will be used. Due to the relatively small area of Port Washington Narrows affected by elevated noise levels and the overall short period of construction, no other measures are proposed. 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The site is currently part of the City of Bremerton's east wastewater treatment plant, which operates infrequently. The Port Washington Narrows is used primarily by recreational boaters. Lions Park is to the west of the site and is a popular recreation site. The other bordering properties are residences. The proposal will not affect the current uses of nearby properties. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? The site has not been used for agriculture. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 11 of 17 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: This proposal will not affect or be affected by working farm or forest land. c. Describe any structures on the site. The City of Bremerton owns a wastewater treatment facility, which is directly upland of the project on the same property. This project will not affect the structure. d. Will any structures be demolished? If so, what? No structures will be demolished as part of this proposal. e. What is the current zoning classification of the site? The site is zoned as medium density residential. f. What is the current comprehensive plan designation of the site? The Comprehensive Plan designation is the same as the zoning classifications. g. If applicable, what is the current shoreline master program designation of the site? In the current Shoreline Master Program, the designation of the majority of the treatment plant is Recreation. h. Has any part of the site been classified as a critical area by the city or county? If so, specify. The Port Washington Narrows and the adjacent shoreline are classified as environmentally sensitive areas. There are no other environmentally sensitive or critical areas on site. L Approximately how many people would reside or work in the completed project? No people would reside or work in the completed project. j. Approximately how many people would the completed project displace? No people would be displaced by the completed project. k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 12 of 17 L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will not result in any change to existing or projected land uses; therefore no measures are proposed. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not applicable 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. No housing units would be provided as part of this proposal. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. No housing units would be provided as part of this proposal. c. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? There are no structures proposed, except the new outfall pipe, which will be buried. b. What views in the immediate vicinity would be altered or obstructed? No views would be altered or obstructed. c. Proposed measures to reduce or control aesthetic impacts, if any: No measures are proposed to reduce or control aesthetic impacts. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? This proposal would not produce any light or glare. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 13 of 17 b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? This proposal would not produce any light or glare. d. Proposed measures to reduce or control light and glare impacts, if any: No measures are proposed. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? The project area is bounded by recreation opportunities located at Lions Park. Port Washington Narrows is also used for recreation including boating and fishing. b. Would the proposed project displace any existing recreational uses? If so, describe. No existing recreational uses would be displaced by this project. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: No measures are proposed. 13. Historic and cultural preservation a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. No. According to the records available on the WISAARD database (November 2012), no archaeological sites have been previously recorded in the area. (Cultural Resources Consultants, November 2012, report prepared for City of Bremerton Eastside Beach Main Replacement project) b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. There are no visible landmarks or evidence of historic, archaeological or scientific significance. However, the waters and shorelines of Puget Sound were extensively used by Native American tribes and Port Washington Narrows is the usual and accustomed fishing place for tribal members, such as the Suquamish. Thus, there is some cultural importance to this area, and SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 14 of 17 there is potential for undocumented cultural/archaeological resources (Cultural Resource Consultants, 2012). c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. Not Applicable d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. In the unlikely event of an inadvertent discovery of archaeological materials, at any depth, work will be stopped immediately, and the Washington Department of Historic Preservation (DAHP) will be contacted. Work will not commence until DAHP consults with the Suquamish Tribe (Cultural Resource Consultants, 2012). 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. The project site may be accessed by Stephenson Avenue and the City of Bremerton's wastewater facility. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? The site is not served by public transit. The nearest public transit stop is on Lebo Boulevard, approximately 600 feet from the seawall on the project site. c. How many additional parking spaces would the completed project or non -project proposal have? How many would the project or proposal eliminate? No parking spaces will be created or eliminated as part of this proposal. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). No new roads or streets, or road improvements, are required. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 15 of 17 e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The project is not located in the vicinity of rail or air transportation. The Washington State Ferries terminal is located approximately one mile to the southeast of the project site; however, the project will not use the ferry system. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? No vehicular trips will be generated by the completed project. g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. The proposal will not interfere, affect, or be affected by movement of agricultural or forest products. h. Proposed measures to reduce or control transportation impacts, if any: No measures are proposed. 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. This project would not result in an increased need for public services. b. Proposed measures to reduce or control direct impacts on public services, if any. Not applicable 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, < _None b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. No utilities are proposed for this Project. SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 16 of 17 C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Name of signee Position and Agency/Organization Date Submitted: SEPA Environmental checklist (WAC 197-11-960) May 2014 Page 17 of 17 SHEETS Fai rview 4rado OREGON 3Sri ru c 0 rl Poi l i# p. I PROJECT SITE Sheridan �r re i 4 _m q6, o �I. I Naval Base Kh app Brea Bre nertion Navy Yard City low 11 �r F orchard Facile Hilir Pr f ar PURPOSE: SEPA FIGURE SUPPLEMENT DIRECTIONS: VICINITY MAP PROJECT: CITY OF OUTFALL EP AEASTSIDECEMENT TREATMENT PLANT OUTFALL REPLACEMENT FROM HWY 303N, TAKE EXIT ONTO CLARE AVE. AFTER LATITUDE: 47.582278 N CROSSING THE WARREN AVE. BRIDGE. TURN RIGHT ONTO LONGITUDE: W LEBO BOULEVARD, THEN LEFT ONTO STEPHENSON AVE. -122.63915 COUNTY OF: KITSAP FROM HWY 3035, TAKE EXIT TO CALLAHAN DRIVE BEFORE S -T -R: 11 -24N -1E STATE: WA COMING TO WARREN AVE. BRIDGE. TURN RIGHT ONTO ADDRESS: APPLICANT: CITY OF BREMERTON CALLAHAN DRIVE, WHICH BECOMES JUNIPER STREET. 2475 STEPHENSON AVENUE TURN RIGHT ON LEBO BOULEVARD THEN LEFT ONTO STEPHENSON AVE. 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II W -mR z0 Z OZ a Pj ;a F rnF w z 3 � O � Q Z _ m '3AY i a i Ilid W o i w z O J d:$ q t1 'ry ill rF Hg ' � � °D o •i 7 lil t rc z Z ~ ZI � U 3�g �n HOi� Y III II ;LK 7 7 I ICz. u s\ z a O a K Qa ¢ U ._. 0: Q n m N U H �4�5m U Nv F:: j W j W m� w z w G� Z. lo F�$o FN 'ai.w Uw FO �R Fr �Oqz a y� &t l" � d ?u'v��zo go ?o �8 `Y� ^� oAz off= �o0 apo 8nc�z Nyw, Tw Ift-a 9'.1'yoy NV GcWi &,d - R, Nva Ng2�W N>!/1 QO OQg�W� > > ¢ GG K<Ka wgv�v� H 0 z z zdoJ w�C w"i<�3g w'N"� aq� 2MOm 2. 2'O` rn jp 2Og �Ou ='O WU WU K'&m K N zHJ z�z zrvj zj_ zz.- zzM Zzr� n�z O O€s 000 O O�' OR Oo Opu 00 na 00 KC ON ON i2w> iLLU Ezu'$� iLL0 � gLL0 gLL as UZ Uz V N w A GG 01 0 N in N N '4% 4 rL t('• a @ -J J O O O U c� ^N30 OU2 G N K ZZQ ao'o- i wza J zz,O ui ?pp•. d z IL -w o W W ZO �uFan;.;o am�� '^ mz Z W NNuidzi $mJg Q J + �OW N0a :g..a Q ♦Y� �zozw iy 3pz0 m W a6 N� gNN��33 zw�i W W Q z u3�zo3 �Zgw k (9 3 U ac00 W C Z m O o Q � F n� y O e s� A d Oga 8 3a IACL V J + w O �(•-M y,z zLU `$ 0 IL o N s UN 0 l'I o�F b U� bN 2 y F 2 J U z C < z0 Z N a G C) 19 e ;a F K °a w N J O z 3 � O � Q Z J z s w p � = a i 0 S z y 0� W o i w z O J d:$ 7 t rc z Z ~ � U 3�g �n HOi� 3 i 20 7 7 I a V LL 0: UN 0 l'I Washington State LOG OF TEST BORING MAP Department of Transportation Job No OL -2829 SR 303 Elevation -35.7 ft Project Marlette Bridge 303/4A Replacement Site Address Start April 9, 2003 Completion April 11, 2003 Well Start Card 8-15312 HOLE No. H-05-03 Sheet_ of 5 Driller Cooper La 2552 Inspector Hanning Equipment CME 45 w/ autohammer Station C -line 30+25 Offset 47.5' Rt. Hole Dia HQ 3.5" Method Wet Rotary (Incises Northing 213003.83 Easting 1199466.57 Collected by Datum NAVD 88 County Kitsap Subsection NEI/4 of SWIM Section 13 Range I EWM Township 24 o a- Field SPT (N) * Moisture Content ® ROD 20 40 60 e0 Blows/6" and/or ROD IFFt m d - ! w J F Description of Material > I I I I I I I I I I I ! I I I 1 I t 1 D-1 Silty SAND with some gravel and shell fragments, very I I 1 loose, dark greenish gray, wet, Homogeneous, no HCI I I I I 1 reaction ( I I I (2) Length Recovered 1.5 ft, Length Retained 1.5 ft ao I I I I 5 I I I I I I I I I I I I I I I 1 I I I i 1* 1 1 1 2 D-2 SM, M.C.=31% I I I I 2 Silty SAND with some gravel and shell fragments, very I I I I 1 loose, dark greenish gray, wet, Homogeneous, no HCI I I I I (3) reaction 45I I I 1 I I I I Length Recovered 1.5 ft, Length Retained 1.5 ft 10 i I I I I I I I I I I I I I I I 1 I I t I I I I I t I I 4 D-3 Silty SAND with some gravel and shell fragments, loose, I I I I 4 dark greenish gray, wet, Homogeneous, no HCI reaction I I I I 3 Length Recovered 1.5 ft, Length Retained 1.5 ft (7) _60 I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I i I I I I I I I I I I I I I I I I 11 D-4 Poorly graded GRAVEL with sand, subrounded, dense, I I I I 12 dark greenish gray, wet, Stratified, no HCI reaction I I I I 14 Length Recovered 0.5 ft, Length Retained 0.5 ft -55 I 1 1 1 I I I I (2e) ANIL Washington State LOG OF TEST BORING %ArF Department of Transportation Start Caro 8-15312 Job No OL -2829 SR 303 Protect Manette Bridge 303/4A Replacement Elevation -35.7 ft HOLE No. H-05-03 Sheet -2 of 5 Driller COODer Llai! 2552 ! `o 1 Field SPT (N) Moisture Content ® ROD 20 40 60 80 Blowsl8" and/or ROD FF - c Description of Material 60 I I 1 I I I i I I I I I I I I I I I I I I 1 I i i I I I I I I I I ®I I 50/6^ D-5 GP, M.C.=9% 25 I I 1 I (50/8) Poorly graded GRAVEL with sand, rounded, very dense, I I I I dark greenish gray, wet, Stratified, no HCl reaction I ( ( I I I I 1 1 { I I I I I I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft -65 I I 1 I I I I 1 1 1 I I 3a I I 1 I I I I I i I I I I I I I 1 + I I T ( 3o D-6 SP, M.C.=19% I I 1 I 60/6, Poorly graded SAND with gravel, very dense, dark I I ( I (6018) greenish gray, wet, Stratified, no HCl reaction I I i I Length Recovered 1.0 ft, Length Retained 1.0 ft -70 1 1 1 1 36 I 1 1 I I I I I 1 I I 1 1 1 I I I I I I I I ® I I I I 28 D-7 Poorly graded SAND with gravel, very dense, dark I I I I 50/6^ greenish gray, wet, Stratified, no HCI reaction I I (60/6) Length Recovered 0.8 ft, Length Retained 0.8 ft -75 40 1 I I I I I I I I I I I I I ! I I I I I 1 ® I 1 46 D-8 SP, M.C.=201/6 I I I I 50/4^ Poorly graded SAND with gravel, very dense, dark .� eo I I i I (50/4) greenish gray, wet, Stratified, no HCl reaction Length Recovered 0.8 ft. Length Retained Amok Washington State "IA Department of Transportation Job No OL -2829 SR 303 Prolect Marietta Bridge 303/4A Replacement LOG OF TEST BORING Elevation -35.7 ft StartCard S-15312 HOLE No. H-05-03 Sheet 3 of 5 Driller COME Lic# 2552 b} ) Field SPT (N) ® Moisture Content ROD 20 40 60 80 Blows/6" N and/or RODLU FF 3 d ° f Description of Material 85 I I i I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I 60/8^ D -s Poorly graded SAND with gravel, very dense, dark (50/6 greenish gray, wet, Stratified, no HCl reaction 60 I I I I I 1 I I I I I I 1 I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft 90 I I I I t I I I I I I I I I I I I I I I I I I I 36 D-10 Poorly graded SAND with gravel, very dense, dark I I I I 50/4" greenish gray, wet, Stratified, no HCI reaction 55 iIIiIi 50/4-) Length Recovered 0.5 ft, Length Retained 0.5 ft iIIIII IIIIII IIIIIi D-1150/8 Silty SAND with gravel, very dense, dark greenish gray, I I I I (50/6'1 wet, Stratified, no HCI reaction I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft -95 I I I 1 I I I I I I I I eo I I I I I I I I I I I I I I I I I I 1 I I I T I e0/8" D-12 Silty GRAVEL with sand, subrounded, very dense, dark I I I I (80/6•) greenish gray, wet, Homogeneous, no HCl reaction I I I ( I I I I I I 1 I I I 1 I Length Recovered 0.1 ft, Length Retained 0.1 ft __too ! I I I I I I I es I I i I I I I I I I I I 50/4" D-13 SP, M.C.=20% I I I I (50/4") Poorly graded SAND with gravel, very dense, dark I I I I greenish gray, wet, Stratified, no HCI reaction I I I I I I I I I Length Recovered 0.3 ft, Length Retained 0.3 ft 105 I t I I I I I I I I I Washington State 'I/ Department of Transportation Job 140 OL -2829 SR 303 prom Manette Bridge 303/4A Replacement LOG OF TEST BORING Elevation -35.7 It Start Card S-15312 HOLE No. H-05-03 Street 4 of 5 Driller Coog_er Lic# 2552 aMoisture I° ® Field SPT (N) Content ® ROD 20 40 60 80 Blows/e" and or RODM FF ~ d Z F— r Description of Material I I I I I I I I ® I I I I 70/3" 0-14 Poorly graded SAND with gravel, very dense, dark I I I (7013) greenish gray, wet, Stratified, no HCl reaction I I I I I I I I I I I I Length Recovered 0.2 ft, Length Retained 0.2 ft 110 I I I I I I I I I I I I 75—_I I I I I I I I I I I I 1 i I 1 I 1 I I I I I ® 1 I I I I 70/3" D-15 Poorly graded SAND with gravel, very dense, dark I ( ( I (70/3") greenish gray, wet, Stratified, no NCI reaction I I I I 1 I I I Length Recovered 0.1 ft, Length Retained 0.1 ft -115 I I I I I 1 I so j j I I I I I I i I I I I I I I I I I I I I I I I I I ♦ I I I I I 70/4" D-16 Poorly graded SAND with silt, very dense, dark greenish (7014") gray, moist, Homogeneous, no HCl reaction I I I I Length Recovered 0.1 ft, Length Retained 0.1 ft 120 I I I I 86 I I I I I I I I I I I I I I I I I I I I -12b I I I I I I I I 1 I I I I I I I I I I I I l I I I I I I I I I 1 I I I I I 11 I I I ♦I I I T 8015" D-17 SP -SM, M.C.=11% I I I I (sols") Poorly graded SAND with silt, very dense, dark greenish I I I i gray, moist, Stratified, no HCl reaction 130 Length Recovered 0.4 ft, Length Retained 0.4 ft Washington State MAP Department of Transportation Job No OL -2829 SR 303 n-1 i Manana Rridna 303/4A Replacement LOG OF TEST BORING Elevation -35.7 ft StartCard S-15312 HOLE No. H-05-03 Sheet_ of 5 Driller Coaxer Llc# 2552 } L� ` a Field SPT (N) Moisture Content ® ROD 20 40 60 80 Blows/6" and/or FF Zd c m , Description of Materlal e c I I I I I 1 I I I I I I I I I I I I I I I I I I i I I I Poorly graded SAND with silt, very dense, dark greenish I I I I (100/3') gray, wet, Homogeneous, no HCI reaction Length Recovered 0.3 ft, Length Retained 0.3 ft -135 I I I I I I I 1 End of test hole boring at 98.3 ft below ground elevation. too I I 1 I I I I I I ( I I This is a summary Log of Test Boring, Soit/Rock I I I I descriptions are derived from visual field Identifications I I I I 1 I I 1 I I I I and laboratory test data. -140 I I I I I I I I I I I 1 I I I I 105 I I I I 1 I I I I I I I I I 1 I I I I I 145 I I I I I 1 I I I I I 1 I I I I I I I I I I 110- 10 --150 150 1 1 1 1 I I I I 115 I I I i I I 1 I I I I I I I 1 I I I I I I I I I -155 I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I Washington State LOG OF TEST BORING .,' Department of Transportation job No OL -2829 SR 303 Elevation -25.0 ft Project Marietta Bridge 303/4A Replacement Site Address Start April 7, 2003 Completion April 8, 2003 Well I Start Card . S-15312 HOLE No. H-06-03 Sheet _ 1 of 5 Driller Cooper Llc# 2552 Inspector Hanninq Equipment CME 45 w/ cathead Station C -line 32+76 Offset 26.4' Rt. Hole Dia HQ 3.5" Method Wet Rotary (inches Northing 213102.80 Easting 1199698.19 Collected by Dat NAVD 88 Countv Kitsap Subsection NEI/4 of SWI/4 Section 13 Range 1 EWM Township 24— Field SPT (N) f Moisture Content ® RQD 20 40 60 80 Blows/e" and o/ r RQD FF k d -- d Z ~ Description of Material I { I I I I { I I I I 1 I { ! I I I I I I I I I I I I I 37 D-1 Silty SAND, very dense, gray, moist, Homogeneous, no I I i I 6013" HCI reaction I I P I I I I I (5ors� Length Recovered 0.7 ft, Length Retained 0.7 ft 5 -30 I I I I I I I I I I I I I I I I I I 1 I I I I I 10 -36 I I I I I I I I I I I I I I I I I I I I I I I I I { I I I ! I I I I 38 D-2 GS SM, M.C.=16% I I I I 50/4" MC Silty SAND, very dense, gray, moist, Stratified, no HCI ! I I I (50/4") reaction ( I I I I I I I I I I Length Recovered 0.6 ft, Length Retained 0.6 ft 15 -40 I I ! I I I i I I I I I I I I I I I I I I I I I I I I I I I I I f l I• I I 30 D-3 GS GP -GM, M.C.=13% I I I I I I I 50/6" MC Poorly graded GRAVEL with slit and sand, subangular, I { I I I (50/e") very dense, dark greenish gray, moist, Stratified, no HCI I I I I reaction I I I I I I I I I I I I Length Recovered 1.0 ft, Length Retained 1.0 ft Washington State LOG OF TEST BORING %Ai Department of Transportation I Startcard 8-15312 Job No OL -2829 SR 303 Project Manette Bridge 30314A Replacement Elevation -25.0 ft HOLE No. H-06-03 Sheet 2 of 5 Driller COOPer uc# 2552 o` 1Moisture a ♦ Field SPT (N) Content ® ROD 20 40 80 80 81ows/8"d ( and/or ROD FF S d g{ Description of Material I I I I I I I I I I I I I I I I I I I I I I ® I to D-4 SILT, very dense, dark greenish gray, moist, Laminated, I I I 27 no HCI reaction I I I I 46 Length Recovered 1.5 ft, Length Retained 1.5 ft I I I I I I I I (73) 25 -50 I I I I 1 1 1 1 I I I I I I I I I I I I I �F I I ♦ I 16 D-5 GS ML, M.C.=33%, PI=12 I I I I I I I 27 MC SILT, very dense, dark greenish gray, moist, Laminated, 1 I 42 AL no HCI reaction I I I 1 I I ! E (69) Length Recovered 1.3 ft, Length Retained 1.3 ft 30 -55 I I I I I I 1 1 1 1 I I I I I I ( t I 25 D-8 SILT, very dense, dark greenish gray, moist, Laminated, 1 1 I I 30 no HCI reaction i I I I 50 Length Recovered 1.5 ft, Length Retained 1.5 ft I I I I I I I I (80) $0 I I I I P I® I I 43 D-7 GS SP -SM, M.C.=23% i I I I 503^ MC Poorly graded SAND with silt and fine sand lenses, very I I I i (5013') dense, dark greenish gray, moist, Stratified, no HCI I I I I reaction I I 1 ! I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft I I t I I I i I I I j I dense, 8012^ D-6 Poorly graded SAND with gravel, subangular, very I I I I (602') gray, wet, Homogeneous, no HCI reaction, Note: contact 40---65 with gravel at 36 feet, indicated by drilling behavior. I I I i I I I I I I I I I I i I I I 1 I Length Recovered 0.1 ft, Length Retained 0.1 It I I I I I I I I I I I I I I I I ♦ I I 1 I I I T I 8012" D-9 GS SP, M.C.=4% I I I I (6012') MC Poorly graded SAND with gravel, very dense, gray, wet, Washington State Department of Transportation Job No OL -2829 SR 303 Proiect Manette Bridge 303/4A Replacement LOG OF TEST BORING Elevation -25.0 ft StartCard 8-15312 HOLE No. H-06-03 Street 3 of 5 Driller Cooper Lie# 2552 o Q. Field SPT (N) Moisture Content ® RQD 20 40 60 80 BlowaW' arxl%or RQD FF d d dz t y� qffi Description of Material — Homogeneous, no HCl reaction, 1 I I I I I I I I I I I I I I I 1 1 I Length Recovered 0.1 ft, Length Retained 0.1 ft I I I I I I I I I I I I I I I I I ♦ I I I I I 6012" D-10 No Recovery I I (fio1r�) 50 -75 I I I I i I I I I I I I I t I I I I 55 -80 I I I I I I I I I I I I I I I I I I I ( I 1 I I I T I bore D -t t Poorly graded SAND, very dense, olive gray, wet, 1 1 1 1 (eot6'� Stratified, no HCl reaction 1 I 1 ( I I I I I i I I I I I I I I I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft 60 -85 I I I I I I I I I I I I I I I I I I I I I I I I I I I ( ♦ I I 17 D-12 GS SP, M.C.-20% I i I I 50/4" MC Poorly graded SAND, very dense, dark greenish gray, I I I I (50/4-) wet, Stratified, no HCl reaction I I I I I I I I I I I I Length Recovered 0.8 ft, Length Retained 0.8 It 65 -eo I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ♦ I 6016" X D-13 Poorly graded SAND, very dense, dark greenish gray, 1 I I I I I I I (6016") wet, Stratified, no HCI reaction I I I I I I I I I I I I I I I I I i Length Recovered 0.5 It, Length Retained 0.5 It Washington State LOG OF TEST BORING RAFF Department of Transportation StartCard 8-15312 Job No OL -2829 SR 303 pralect Manette Bridge 303/4A Replacement_ _ Elevation -25.0 ft HOLE No. H-06-03 Sheet__4 of 5 Driller Cooper Ue# 2552 ^� f o ® Field SPT (N) Moisture Content ® ROD 20 40 60 80 Biows/6" and/or FF ~ d i; a z E t-- ~ Description of Material Q c I I I I I I I I 1 I 1 I I I 1 I I I i I I I I I I I I I 1 1 I I i I 1 I I I I I 1 j I 75 '100 I I ♦ I 60/4" D-14 Poorly graded SAND, very dense, dark greenish gray, I t I I (80/4") wet, Stratified, no HG reaction I I I I I I 1 I I I I I I I I I I I I Length Recovered 0.2 ft, Length Retained 0.2 ft 80 -105 I I I I I I I I I I I I I I 1 1 I I 1 I I I 1 I 50/6" D-15 Poorly graded SAND, very dense, dark greenish gray, I ( I I (50/6') wet, Stratified, no HCl reaction I 1 1 t I 1 I I Length Recovered 0.5 it, Length Retained 0.5 ft 85 -110 I ! I I I ! I I I ! I I I I t I t 1 I I I I I I I I I I t * 1 ♦ ! I ! I I 8016" D-16 GS SP, M.C.-27% I I I I (60181 MC Poorly graded SAND, very dense, dark greenish gray, I I I I wet, Stratified, no HCI reaction I I I I I I I 1 I I I Length Recovered 0.4 ft, Length Retained 0.4 ft a0 -115 I I I ! I I I I I I I I I I I I I I I I I I j I I I I T 60/4^ X D-17 Poorly graded SAND, very dense, dark greenish gray, I I I (60/4") wet, Stratified, no HCl reaction i I I I I I I 1 I Length Recovered 0.4 ft, Length Retained 0.4 ft Washington State LOG OF TEST BORING Department of Transportation StartCard 8-15312 Job No OL -2829 SR 303 project Manette Bridge 303/4A Replacement Elevation -25.0 ft HOLE No. H-06-03 Sheet 5_ of 5 Driller Co00er Llctt 2552 z 0 Field SPT (N) f Moisture Content ® RQD 20 40 80 80 Blow9/8' and or RQD $ 3 d o { r Desaiptlon of Material I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T I T 80/5' D -1e Poorly graded SAND, very dense, dark greenish gray, (80/5') wet, Stratified, no HCI reaction I I I I I I Length Recovered 0.4 ft, Length Retained 0.4 ft 100 -125 ( 1 I I I I I I End of test hole boring at 98.9 ft below ground elevation. I I I I I I I I This Is a summary Log of Test Boring. Soll/Rock I I ( descriptions are derived from visual field Identifications I I I i I I I I I I I i I I I i and laboratory test data. 105 -130 I I I I I i I I I I I I I I I I I I I I i I I I i 1 I I I I I I 110 -135 I I I I I I I I 1. I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 115 -140 I I I I I I I 1 I I I I I I ( I 1 1 1 1 I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I Ce ` e A111111111111111, Washington State LOG OF TEST BORING Blowsl8" N and/or ROD FF RAN Department of Transportation z c E w � Start Card S-15312 Description of Material = HOLE No. H-07-03 Job No OL -2829 SR 303 Elevation 1.3 ft I I I I I I I I I I I I Sheet 1_ of Pro}ect Manette Bridge 303/4A Replacement Driller Cooper Lic# 2552 Site Address Inspector Hanning I I I I I I I I f l I♦ I I I I I ( 33 Start April 18, 2003 Completion April 19, 2003 Well ID# Equipment CME 45 w/ alltohammer SP -SM, M.C.-12% Station C -line 35+28 Offset 6' Rt. Hole Dia HQ 3.5" Method Wet Rotary (inches) Northing 213201.43 Easting 1199930.98 Collected by Datum NAVE) 88 county Kitsap Subsection . NEI/4 of SWI14 Section 13 Range 1 EWM Township 24 Ce ` a o Field SPT (N) * Moisture Content ® ROD 20 40 60 80 Blowsl8" N and/or ROD FF � z c E w � � � f Description of Material = 0 I I I I I I I I I I I I I I I I I I I I f l I♦ I I I I I ( 33 0-1 GS SP -SM, M.C.-12% I I I Iso/s, MC Poor hgraded SAND with sitvery dense, brownish gray, i I I I (50/6") moist, Homogeneous, no HCl reaction ( I I I Length Recovered 1.0 ft, Length Retained 1.0 ft I 1 I I I 5 I I I 1 I I I i I I i I I 1 1 I I I I I I 1 I 10 1 I I I ! I I I '� ♦ I I I I 5016^ D-2 GS GW, M.C.=11% I I I I (50/6) MC Well -graded GRAVEL with sand, subrounded, very I I I I dense, gray, wet, Homogeneous, no HCl reaction 10 I 1 I I I 1 I I I I I I I I I I I I 1 Length Recovered 0.4 ft, Length Retained 0.4 ft 15 I I I 1 I I I I I I i I I 1 I I I I I ♦ 20 D-3 Poorly graded SAND with sift, very dense, grayish brown, I I I I 44 wet, Stratified, no HCl reaction 15 I i I I I I I I 5016" Length Recovered 1.0 ft, Length Retained 1.0 ft I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I (84111' m 0 Adilk Washington State 'Ir Department of Transportation .lob No OL -2829 SR 303 pmt&4 Marietta Bridge 303/4A Replacement LOG OF TEST BORING Elevation 1.3 ft Startcard S-15312 HOLE No. H-07-03 Street 2 or 5 Driller Cooter LIC# 2552 aaa R a Field SPT (N) Moisture Content ® ROD 20 40 60 60 Blows/6" and/or a RDDFF � d O n �" Description of Material c c 20 I I I I 1 I I I i 1 I I I I I I P I 33 D-4 GS SP -SM, M.C.=19% I I I I 28 MC Poorly graded SAND with silt, very dense, brownish gray, i i I I 32 wet, Stratified, no HCI reaction I I 1 I I I 1 I (60) Length Recovered 1.4 ft, Length Retained 1.4 ft 25 I I I I I I 1 I I I I 25 i I I I I I I I I I I I I I I 1 37 D-5 Poorly graded SAND with slit, verydense, gray, wet, I I I I 708° Stratified, no HCI reaction ( I I I (70/6")fit (7") Length Recovered 0.4 ft, Length Retained 0.4 30—.I I I I I I I I -30 I I I I I I I I I I I ( I I I I 36 I I I I I I I I I I I I I I Je I i9 D-6 GS CL, M.0 =25%, PI=11 I i I I 30 MC Lean CLAY, very dense, dark greenish gray, moist, I I I I 32 AL Homogeneous, no HCI reaction, Note contact with sand -35 I I I I (e2) at 32 feet, as Indicated by drilling behavior. I I I I I I I I I I I Length Recovered 1.3 It, Length Retained 1.3 ft 40 I I I I I I I I I I ®i I 39 D 7 Poorly graded SAND with sift and gravel, subrounded, I I I I 506" very dense, dark greenish gray, wet, Stratified, no HCI I i I I (50/6') reaction -40 I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I Length Recovered 1.0 ft, Length Retained 1.0 ft Washington State 'I/ Department of Transportation Job No OL -2829 SR 303 project Manette Bridge 303/4A Replacement LOG OF TEST BORING Elevation 1.3 ft Start Card S-15312 HOLE No. 1-1-07-03 Sheet 3 of 5 Driller COoner La 2552 W Field SPT (N) Moisture Content ® ROD 20 40.060 80 Blows16" anddtor RQD FF n o o ~ Description or Material gg� t7 > 43 D-8 GS SP -SM, M.C.-13% I I I I I I I 501V' MC Poorly graded SAND with silt and gravel, very dense, I (5013°) dark greenish gray, wet, Stratified, no HCI reaction -45 I I I I I I I I i I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft 50 I I I I I I I ! I I I I I I I I I I I I ♦ I I 11 D -e SILT, dense, dark greenish gray, moist, Homogeneous, I I I I 18 no HCI reaction I I I I 21 Length Recovered 1.5 ft, Length Retained 1.5 ft 6o I I I I I I I I I I I I (3s) 55 i I I I I I I I I I I I I I I 1 '�'i ♦ • 1 i I 17 D-10 GS ML, M.0 =35%, PI=15 I I I 37 MC SILT, very dense, dark greenish gray, moist, I I I I 60 AL Homogeneous, no HCI reaction -55 i I I I I I I I I I I I I I 1 I (87) Length Recovered 1.5 ft, Length Retained 1.5 ft Bo I I I I I I I I I I I I I I I 1 1 I I ♦ I 1e D-11 SILT, very dense, dark greenish gray, moist, I I I ( 30 Homogeneous, no HCI reaction I I I I 40 Length Recovered 1.5 ft, Length Retained 1.5 ft -60 I I I I I I 1 I I I I I I I I (70) 65 I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I ! 65 I I I I 1 I I I I I I I I ♦ I I 5a6^ X D-12 Poorly graded SAND, very dense, dark greenish gray, I I I I (6018-) moist, Stratified, no HCI reaction I I I I I I I I I I I I Length Recovered 0.2 ft, Length Retained 0.2 ft r TVWashington State Department of Transportation Job No OL -2829 SR 303 pied Marietta Bridge 303/4A Replacement LOG OF TEST BORING Elevation 1.3 ft Stan Card S-15312 HOLE No. H-07-03 Sheet 4 of 5 Driller Cooper Lic1i_2552— c QMoisture ® Field SPT (N) Concent ®ROD 20 40 80 80 slows/8" and/or ROD FF03 a m d Za ( �- Description of Material 2 Y I I I I I I ♦ I � I T I -70 8016" D-13 GS SP, M.C.=17% I I I (60161 MC Poorly graded SAND, very dense, olive gray, moist, I I 1 I Stratified, no HCI reaction I I I I I I i 1 I I I I 1 I I I Length Recovered 0.5 ft, Length Retained 0.5 ft 1 I I I I I I I I I I I I I e0/8" ala Poorly graded SAND with slit and gravel, very dense, 75 I I I I (80/8") olive brown, moist, Stratified, no HCI reaction I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 It 75 I I I I I I I I I I I I 1 I I I 1 I 70/5" D-15 GS SP -SM, M.C.=14% I I ! I 00/57 MC Poorly graded SAND with silt and gravel, very dense, 8o I I i I olive brown, moist, Stratified, no HCl reaction I I I I I I I I Length Recovered 0.4 ft, Length Retained 0.4 ft -so I I I I I I I I I I I I I I l I I I i eo/e" D-16 Poorly graded SAND with silt and gravel, very dense, ( I I I (80/8') olive brown, moist, Stratified, no HCI reaction i I I I Length Recovered 0.5 ft, Length Retained 0.5 ft 85 I I I I I I I I I I I I I I I I I I 1 1 90 I I i I I 1 t I I I I I I 1 I I I I I -so I I t I I I I 1 I I I I I I I 1 I I I 80/8" X D-17 GS SP -SM, M.0 =15% I I I I (80/8") MC Poorly graded SAND with slit and gravel, subrounded, I I I I very dense, olive gray, wet, Stratified, no HCI reaction I I I I I I I I I I I I Length Recovered 0.4 ft, Length Retained 0.4 ft �Washington State 'I/ Department of Transportation Job No OL -2829 SR 303 Prm,q Marietta Bridge 303/4A Replacement LOG OF TEST BORING Elevation 1.3 ft startcaro 8-15312 HOLE No, H-07-03 Sheet 5 of 5 Driller Cooper Lid# 2552 - v Field SPT (N) Moisture Content ® ROD 20 40 60 80 Blows/&' and/or RODE FF d d 3� z Description of Material 95 I I I I I I I I I I I I I I I I I i 1 1 I f I I I I I I I I I I I I I I I I I I l I I I i 80/6" D -1e Poorly graded SAND with silt and gravel, subrounded, 100 very dense, dark greenish gray, wet, Stratified, no HCI I i I reaction, I I I I Length Recovered 0.4 ft, Length Retained 0.4 ft 100 I I I I I I I I I I I End of test hole boring at 100 ft below ground elevation. I I I I ( I I This is a summary Log of Test Boring. SoiVRock I I I I descriptions are derived from visual field Identifications I I I i I I I I and laboratory test data. 06 106- I I I I I I I -.105 105 I I I I I I I I I I I I I I I I I I I I 10 110— I I I I I I I I I I I I I I I I __110 110 I I I I I I I its— I I I I I I I i I I I 1 I I I I I I I I I I I 1 I I I -115 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I Washington State LOG OF TEST BORING 'I/ Department of Transportation Job No OL -2829 SR 303 Elevation 29.4 ft Project Manette Bridge 30314A Replacement Site Address Start April 15, 2003 Completion April 16, 2003 Well Start Card S-15312 HOLE No. H-10-03 Sheet I of 3 Driller Jamie Fetter(y Lloa 2507 Inspector Brian Hilts Equipment Burley 4500 Station Cline 36+56 Offset 13.8' Lt. (ole Dia 3.5"x52' Method Wet Rotary Northing 213260.89 Eas6ng 1200046.17 Collected by Datum NAVD 88 county Kitsap Subsection NEI/4 of SWI/4 Section 13 Range 1 EWM Township 24— is o � Field SPT (N) � Moisture Content ® ROD 20 40 60 80 Blows/6" and/or RODFF a o d 3 z Description of Material = — I I I I I ( I I I I I I I I i I I I I I I I I I I I I I 3 D-1 Poor graded SAND with silt and ravel, medium dense, I I ( ( 4 grayish brown, moist, Homogeneous, no HCI reaction, I I I I 8 with a trace of hair roots, drilling became harder at 5'. 26 I ! ( I (12) Length Recovered 0.8 ft, Length Retained 0.8 ft 5 I I I I I 1 I I I I I I I I I I I i I I I I I I I 1 i I f l I♦ I I I I I I 24 D-2 GS SP -SM, M.C.=7% I I I I 60/6• MC Poorly graded SAND with silt and gravel, very dense, I I I (60/5') grayish brown, dry, Homogeneous, no HCl reaction 20 I I I I Length Recovered 0.7 ft, Length Retained 0.7 ft 10 I I I I I I I I i I I I 1 I I I 1 I I I I 1 I I I I I I I I I I * I I I I 35 D-3 GS SM, M.C.=12% 1 I I I 50/4" MC Silty SAND, very dense, grayish brown, moist, 1 I I I (5014) Homogeneous, no HCI reaction 16 I I I i Length Recovered 0.7 ft, Length Retained 0.7 ft 16 I I I I 1 I I I I I I I I I I I I I I I I I I I ( I I I 50/8• X D-4 Silty SAND, very dense, grayish brown, wet, I I I I (50/6•) Homogeneous, no HCl reaction, with some silt. I I I I I I I I Length Recovered 0.3 ft, Length Retained 0.3 ft 10 I I I I � Washington State LOG OF TEST BORING i 'I/ Department of Transportation Start Card 8-15312 Job No OL -2829 SR 303 Protect Manette Bridge 303MA Replacement ElevaWn 29.4 ft HOLE No. H-10-03 Sheet. 2— of 3 Driller Jamie Fettedy Lk# 2507 r3 ® Field SPT (N) Moisture Content ® RQD 20 40 60 80 Blows/6" and/ r RQDFF d o z t Description of Material I I I I I I I I I 1 I I I I I I I I I I® I I I 1 25 D-6 No Recovery I I I t 37 I I I 1 47 6 I I I I I I I I (84) 25 I I I I i I I I I I I I I I i I I 1 I I I I I I 60/5 ' M No Recovery ry I I I I (S0/6) o I I I 1 30 I I i I I I I I I I I I I I I I I I I I I i ♦ I I 1 1 I I 50/3• D-7 Poorly graded SAND with gravel, very dense, grayish I I I I (50/3") brown, moist, Homogeneous, no HCl reaction ( 1 I I Length Recovered 0.2 ft, Length Retained 0.2 ft 35 I I 1 I I I I I I I 1 I I I I i I I I I I I ♦ I I 5013" D-8 Poorly graded SAND with gravel, very dense, grayish I I I I I I I I (50/3') brown, moist, Homogeneous, no HCI reaction I I I I Length Recovered 0.1 ft, Length Retained 0.1 ft 10 I 1 I I 40 I 1 I I I I I I I I I I 1 I I I I I I 1 I I I I 6618" X D -s GS SP, M.C.=18% I I 1 I (5518") MC Poorly graded SAND with gravel, very dense, grayish I I I i brown, wet, Homogeneous, no HCl reaction AC 15 I I I I Length Recovered 0.3 ft, Length Retained 0.3 ft Washington State rM'IDepartment of Transportation i Job No OL -2829 SR 303 p—i--4 Manette Bridge 303/4A Replacement LOG OF TEST BORING Elevation 29.4 ft StartCard 8-15312 HOLE No. H-10-03 Sheet 3 of 3 Driller Jamie Fetterly uc# 2507 2 o Field SPT (N) * Moisture content ® RQD 20 40 80 80 Blows/e" and/or RDD FF 2 m z° o Z q 9 ~ Description of Material I I I I I I I 1 I i I I I I I i I I I I I I I I 1 I I 57/8" D-10 Poorly graded SAND with gravel, very dense, grayish brown, wet, Homogeneous, no HCI reaction, I I 1 I Length Recovered 0.3 ft, Length Retained 0.3 It 20 I I I I I I I I End of test hole boring at 48.5 ft below ground elevation. 50 I I I I I i I I I I I I This Is a summary Log of Test Boring. Soil/Rock I ( I I descriptions are derived from visual field identifications I I I I I t I 1 I I I I 1 and laboratory test data. -25 I I I I I I I I I 5 55- I I I 3o --30 I I 1 I 0 60- --35 35 1 1 1 1 es 1 1 1 1 I I I I I I I 1 I I I I I I I I I I I I I I I I �40 I I I I I I I I I I I i I I I I I I I I 1 1 1 1 ,111191116 Washington State LOG OF TEST BORING 'IO Department of Transportation Job No OL -2829 SR 303 Elevation 50.5 ft project Marlette Bridge 30314A Replacement Site Address Start Card R-48698 HOLE No. H-08-03 Sheet _1 of 5 Driller Jamie FeUdy LIc# 2507 Inspector Brian Hilts Start April 17, 2003 CompletlonApril 22, 2003 Well IDM AGS 742 Equipment Burly 4500 Cathead BlowsJe" ndlor RQD FF �i w Station C -line 36+99 Offset 12.4' Lt. Hole Dia 4.5"x30' 3.5"x102' Method Wet Rotary z — (inches Northing 213273.16 Easung 1200088.56 Collected by Datum NAVD 88 Kitsao Suh-firm NE114 of SWI/4 Section 13 Range 1 EWM Township 24 v 0 in n Field SPT (N) Moisture Content ® ROD 20 40 60 so BlowsJe" ndlor RQD FF �i w Z o a 0t Description of Material z — 60 I I I I I I I I I I I 1 I I I i I I I I I I I I I I I I e I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I a5 I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I i I I I t I I I I I I I I f I I I 1 D-1 QS SM, M.C.=28% 10 I I I I MC Silty SAND, very loose, brown, wet, Homogeneous, no 40 I I I I t HCl reaction I I I I I i I I I I I I I I I I I I I (2) Length Recovered 0.5 ft, Length Retained 0.5 ft I I I 1 I I I I I I I I I I I I I I I I I I I 1 D-2 OS SM, M.0=18% 15 I I i I 3 MC Silty SAND with gravel, loose, light olive brown, moist, 35 I I I ( 7 Homogeneous, no HCI reaction, with some dark brown 1 I I I (10) organics, drilling became harder at 17'. I I I I 1 I I I I F I I I I I I 1 I I I Length Recovered 0.5 ft, Length Retained 0.5 ft I I I I I I I I I I 1 I I I I 1 14 D-3 Silty SAND with gravel, very dense, grayish brown, wet, � Washington State LOG OF TEST BORING ®®' Department of Transportation Start Card R-46698 Job No OL -2829 SR 303 Project Manette Bridge 303/4A Replacement Elevation 50.5 ft HOLE No. H-08-03 Sheet 2 of 5 Driller Jamie Fetteriv Lk# 2507 V ® Field SPT (N) Blows/6" $.d ^ E Moisture Content and%r o F Description of Material $ a ® RQD ROD FF Q t7 20 40 60 80 I I I i 28 Homogeneous, no HCI reaction :•: 30 I I I ) 50/5^ Length Recovered 1.1 R, Length Retained 1.1 ft I I I I I I I I I I I I I I I I I I I I (say 04/22/2003 I I 1 I I I I I I I I I I I I GW, M.C.=13% ° �Q I I I 57/6" D-4 GS •�' 25 I I I I (57/6') MC Well -graded GRAVEL with sand and some silt, angular, very dense, grayish brown, wet, Homogeneous, no HCI reaction, O I 1 I I Length Recovered 0.5 R, Length Retained 0.5 ft o°o I I I I q I I I I 0o°0 I I I I p I I I I o°o O I I I I ®I I I I 5014" D-6 Well -graded GRAVEL wfth sand and some silt, very 30 CJI ( { { (50/4') dense, grayish brown, wet, Homogeneous, no HCI 20 p° p I 1 I I reaction ; �'• Length Recovered 0.3 ft, Length Retained 0.3 ft o I I I I 0 0 0 0 12/15/2004 OHO 1 I I I 1 1 1 1 I 1 I I p I 1 I I o°o I I I I ( I I 30 D-6 GS SP -SM, M.C.=20% 35 I I I I 50/5• MC Poorly graded SAND with slit, very dense, grayish brown, 75 I { ( I (50/5") wet, Homogeneous, no HCl reaction :• •;: I I I I I I I I 1 I ! I I I I I I I I I Length Recovered 0.4 R, Length Retained 0.4 ft X. I I I I I I I I I I I 1 if I ♦ I ( I I I I 5418" D-7 GS SP, M.C.=24% 40 I I 1 I (5416,) MC Poorly graded SAND, very dense, gray, wet, 10 i I I I Homogeneous, no HCl reaction I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft I I I I I I I I I 1 I I I I I I i I I I I I 39 D-8 GS SM, M.C.=19% • TV State "I/ Department of Transportation Job No OL -2829 SR 303 °..,e Manetta Pridoe 303/4A Replacement LOG OF TEST BORING Elevation 50.5 ft Start Card R-48698 HOLE No. H-08-03 Sheet _ 3 of 5 Driller Jamie Fetterty uc# 2507 ♦ Field SPT (N) Blows/e" Zd d ` ° Moisture Content tN) and/or ROD w Z ° � � � Description of Material o ® ROD FF I 20 40 e0 80 42 MC Silty SAND, very dense, light gray, moist, Homogeneous, 5 I I I t 50/4" no HCl reaction I I ! I ( ( I I I I I I I 1 I I I I I I i i I (50/4') Length Recovered 1.0 ft, Length Retained 1.0 ft I 1 I I I I I I 1 I I I 1 1 I I * I 1 ♦ I I 26 D-9 GS SP -SM, M.C.=11% 50 I I i I 50M MC Poorly graded SAND with slit, very dense, gray, moist, 0 I I 1 1 (bola") Stratified, no HCI reaction, stratified with .3' of silty sand I I I with gravel from 50' to 50.3'. I I I I I i I I I I I I I I I Length Recovered 0.8 ft, Length Retained 0.8 ft I I I i I I I I I I I I I 1 I I I I I I 48 D-10 Poorly graded SAND with sift, very dense, ofive gray, •'• •'• 55 I I I t 60W moist, Homogeneous, no HCI reaction 5 I I I t I I I 1 I ! I I I I I I 1 I I I (50/3") Length Recovered 0.5 ft, Length Retained 0.5 ft I I I I I I I I I I I I I I I I I ! ( 6o/B"D 11 GS SW -SM, M.C.=8% eo I (bore") MC Weil -graded SAND with silt, very dense, gray, moist, 10 I 1 I I Homogeneous, no HCI reaction, slightly cemented. I I I 1 I I I I I I I I I I I I I I t I Length Recovered 0.5 ft, Length Retained 0.5 ft '• I I 1 I I I I I I I I I I I I I I I I I I I I ♦ I 70/e- D-12 Well -graded SAND with silt, very dense, gray, moist, 65 (70/6-) Stratified, no HCI reaction -16 I I I I I I I I I I I I I I I I I I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft �n I I I I I I I I I I I 1 I I I I I I I '�'1 I ♦ 1 80/6" D-13 GS SM, M.C.=16% Washington State LOG OF TEST BORING V/ Department of Transportation Job No OL -2829 SR 303 Elevation 50.5 ft project Marlette Bridge 303/4A Replacement Start Card R-48698 HOLE No, H-08-03 Sheet_4 of 5 Driller Jamie Fetterly uca 2507 ` 53 Field SPT (N) Moisture Content ® ROD 20 40 60 80 Blowsi8" (M and/or ROD FF d — Z Z d r Description of Material b c 2 $tee I I 1 t (6016") MC Silty SAND, very dense, gray, moist, Laminated, no HCl 20 reaction, laminated with coarse grained sand lenses. I I I I I I I I I I I I I I I I I I Length Recovered 0.5 ft, Length Retained 0.5 ft I 1 I I I I 1 I 1 I I I I I I I 6616" D-14 GS SM, M.C.-18% 76 I 1 I I (5eff) MC Silty SAND, very dense, dark gray, moist, Homogeneous, -25 I 1 I I no HCI reaction, laminated with sift as indicated by drilling I I 1 I behavior. i I I 1 I I t I I I I I I I I Length Recovered 0.4 ft, Length Retained 0.4 ft I I I I I I I I I I I 1 I I 9 D-15 Fat CLAY, hard, dark gray, moist, Homogeneous, no HCI 80 = 1 1 ! 1 16 reaction 30 _= I I ! 1 19 Length Recovered 1.5 ft, Length Retained 1.5 ft = = I I I I I I I I I I I I (35) = = = I I I I I I I I I I ! I I I I I 9 D -1e GS CH, M.C.=33%, 13I=35 85 = I 1 I I 15 MC Fat CLAY, hard, dark gray, moist, Homogeneous, no HCI 35 — I ( 1 1 .20 AL reaction, with a trace of fine sand — = = I I I 1 I I I I (35) Length Recovered 1.5 ft, Length Retained 1.5 ft = = = I I I I I I I I I I I I I I I I ®I = I I I 9 D-17 Fat CLAY, hard, dark grayt moist, Laminated, no HCI 90 — 15 reaction, laminated with fine sand. -40 = j j j 1 18 Length Recovered 1.5 ft, Length Retained 1.5 ft = = = I I I I I I I 1 I I t I (33) = = = I I I I t I I I t I I I I I I I I I I I I ♦ ( I I 6 D-18 Fat CLAY, dense, dark gray, moist, Laminated, no HCl Washington State Department of Transportation Job No OL -2829 SR 303 Proiect Manette Bridge 303/4A Replacement LOG OF TEST BORING IaevaUon 50.5 ft Start Card R-46698 HOLE No. H-08-03 Sheet 5 of 5 Driller Jamie Fetterly Llcx 2507 Field SPT (N) BkrivW d o 5 a* moisture Content a(nNd/)or a ~ Description of Material o ® RQD RQD FF t 20 40 60 80 11 reaction, laminated with sand lenses. 45 1 ( I I 16 Length Recovered 1.5 ft, Length Retained 1.5 ft = = = I I I I I I I I I I I I I I I I (27) WTI I I I I I I I I I I I I I I I I 33 D-19 GS SP -SM, M.C.=24% 100 I I I 1 50/4^ MC Poorly graded SAND with silt, very dense, dark gray, wet, -50 Homogeneous, no HCI reaction. Soil change to sand at I I I I approx. 98' as indicated by drilling performance. I I I I I I I en th Recovered 0.4 ft, Length Retained 0.4 ft I I I I I I I I I I I I End of test hole boring at 100.4 ft below ground elevation. I I I I I I I I This is a summary Log of Test Boring. SoiURock I ( I I descriptions are derived from visual field identifications I I I I I I I 1 and laboratory test data. 05 105- I 1 I I 110 110- 115 115- L 4- --85 85 I 1 I 1 I I I I i I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I 1 I I I 04 murraysmilh 1145 BROADWAY, SUITE #1010 TACOMA, WA 98402 www.murraysmith.us ACOR" CERTIFICATE OF LIABILITY INSURANCE 111%� DATE (MMIDD/YYYY) 1 6/15/2018 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 have ADDITIONAL INSURED provisions or 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 ABD Insurance & Financial Services 1201 Third Ave., Suite 800 Seattle, WA 98101 CONT NAMEAC7 Brenda Mi ota PHONE los 788-8864 AX No: 206 788-8989 E-MAIL ADDRESS: Brenda. Mi Ota theabdteam.com INSURERS AFFORDING COVERAGE NAIC # INSURERA: National Union Fire Ins Co Pittsburgh PA 19445 015919153 INSURED American Construction Co., Inc. 1501 Taylor Way INSURER B: Starr Indemnity & Liability Company 38318 INSURERC: Great American Insurance Company 16691 INSURER D: American Lon shore Mutual Association Tacoma A 98421 INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: 42555188 REVISION NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A �/ COMMERCIALGENERALLIABILITY 015919153 7/1/2018 7/1/2019 EACH OCCURRENCE $1,000 0 CLAIMS -MADE 12 OCCUR DAMARENTED PREM SES GE ToEa occurrence) $ 50,000 MED EXP (Any one person) $5,000 ✓ Marine General Liability PERSONAL &ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000000 PRO - POLICY❑ ✓ PRC ❑LOC PRODUCTS- COMP/OP AGG $1,000,0 O Owners & Contractors $1,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY $ B `/ UMBRELLALIAB �/ OCCUR ABD1105/18 7/1/2018 7/1/2019 EACH OCCURRENCE $14 000 0 AGGREGATE $14 000 000 EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ C D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y� WC098851404/State Act ALMA01008-04/USL&H 7/1/2018 7/1/2018 7/1/2019 7/1/2019 �/ STATUTE ETH E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYEE $ 1 .000.0 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: City of Bremertogwifastside Treatment Plant Outfall. Certificate holder is included as ad i I insured in respects to Gener I Liabil' nd granted waivA o brogation as required by written contract. Bumbershoot policy follows form. This insurance to be primary an -contributory as required by wri en contract. CERTIFICATE HOLDER CANCELLATION Cilfi� Bremerton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE �7 of THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn: Linda Fulton ACCORDANCE WITH THE POLICY PROVISIONS. 645 6th St., Suite 100 Bremerton WA 98337 AUTHORIZED REPRESENTATIVE Rod Sockolov ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 42555188 1 ACC 118-19 MST I Brenda Migota 16/15/2018 9:29:18 AM (PDT) I Page 1 of 1 JA� Global Marine ENDORSEMENT NO.: A EFFECTIVE: 12:01 A.M., JuIX 1. 2910 ATTACHED TO AND FORMING PART OF POLICY NO.: 01521935a a t. •►� ► •► Z601:G► •t1al, ► ■ 162 JumeMWE-1 ISSUED TO: AMERICAN CONSTRUCTIONCO,-INC. Premium: S aactudedl 11Z �;Nii111111111� Name of Person(s) Or Organization(s): Per signed Contracts during the policy period. In consideration of the additional premium shown in the schedule to this endorsement and subject to all the terms, conditions, limits and exclusions of the policy to which this endorsement is attached, it is agreed that: 9. Section 3 - WHO IS AN INSURED is amended to include as an insured the person or organization shown in the Schedule, but only with respect to their interest in activities conducted by the Named Insured which are insured hereunder. 2. Section 6 -CONDITIONS, paragraph 4 -Other Insurance, is amended as follows: This insurance will be primary and non-contributory with the insurance issued directly to the additional insured listed above, if: a) Your contract specifically requires that we consider this insurance to be primary or primary and non-contributory; or b) You request before a foss occurs that we consider this insurance to be primary or primary and non-contributory insurance. ALL OTHER TERMS, CONDITIONS, LIMITATIONS AND EXCLUSIONS REMAIN UNCHANGED. SRI, • - , i NO AUTHORIZED SIGNATURE GM -ML. 001 (12 13) (® 2094 American International Group, Inc.) Page 61 65 WAIVER OF SUBROGATIO NDORSEMENT This endorsement, effective 12:01 a.m. July 1, 2016, forms part of Certificate No. ALMA01008-03 issued to American Construction Company, Inc., by the American Longshore Mutual Association, Ltd. ("Association"). The Association waives its rights of subrogation against other individuals, firms, organizations or corporations but only when required by written contract and only to the extent required by that contract. This waiver shall apply only in respect to the specific contract existing between the Member and such other individual, firm, organization or corporation and shall not be construed to be a waiver in respect of other operations of such individual, firm, organization or corporation in which the Member has no contractual interest. Date Issued: 6/23/2016 Nothing herein contained shall be held to vary, alter, waive or change any of the terms, limits or conditions of this Coverage Agreement, except as hereinabove set forth. Form No. ALMAws (Ed. 02/02) co CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDD/YYYY) 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 have ADDITIONAL INSURED provisions or 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 ABD Insurance &Financial Services 1201 Third Ave., Suite 800 �V�� Seattle, WA 98101 REC� N0V 091 9 INSURED City � gremtrl �� American Construction Co., Inc. City pttorneY s Office 1501 Taylor Way Tacoma WA 98421 COVERAGES CERTIFICATE NUMBER: S7H47917111 rZ:IIIIYi! Brenda. AFFORDING COVERAGE INSURERA: EndUranCeAmeflCan INSURER B INSURER C D: REVISION NUMBER' 11991 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MMIDDIYYYV) POLICY EXP 1MM/DDfYYYYI LIMITS A �/ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ✓ OCCUR Marine General Liability ABD1245/20 7/1/2020 7/1/2021 EACH OCCURRENCE S1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence)$ 50,000 ✓ MED EXP (Any one person) S 5,000 PERSONAL & ADV INJURY S 1,000,000 GEIk AGGREGATE LIMIT APPLIES PER: ✓ POLICY ❑ JECOT- LOC OTHER: GENERAL AGGREGATE $2,000,000 PRODUCTS - COMPlOPAGG S10000,000 Owners & Contractors $1 000 000 " AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident S BODILY INJURY (Per person) $ BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident S $ B ,� UMBRELLA LIAB EXCESS LIAB ✓ OCCUR CLAIMS -MADE ABD 1246/20 7/1/2020 7/1/2021 EACH OCCURRENCE s 1000,000 AGGREGATE s 14,000,000 DED RETENTIONS S C D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 54700 - USL&H WCSIG35021902 - State Act 10/1/2020 10/1/2020 10/1/2021 10/1/2021 ✓ STER EERH E.L. EACH ACCIDENT $1 OOO OOO E.L. DISEASE - EA EMPLOYEE $1 000 000 E.L. DISEASE - POLICY LIMIT $ 1 t0001000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space Is required) Re: City of Bremerton Eastside Treatment Plant Outfall. Certificate holder is included as additional insured in respects to General Liability and granted waiver of subrogation as required by written contract. Bumbershoot policy follows form. This insurance to be primary and non-contributory as required by written contract. CERTIFICATE HOLDER CANCELLATION Attn: Linda Fulton 645 6th St., Suite 100 City of Bremerton Bremerton WA 98337 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rod Sockolov ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 57897206 I ACC 120-21 t•IST I Brenda b;igota 19/29/2020 11 :01:37 Afd (PDT) I Paqe 1 of 1