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HomeMy WebLinkAbout5656AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Contract Award to Michels Corporation for the 2017 Sewer Rehabilitation Project Study Session Date: March 8, 2017 COUNCIL MEETING Date: March 15. 2017 Department: Presenter: Phone: PW&U Knuckev (360) 473-2376 SUMMARY: The project will rehabilitate approximately 8249 lineal feet of sanitary sewer using the cure -in -place -pipe (CIPP) method, reinstating approximately 101 side sewers. Kitsap County has agreed to reimburse the city in the amount of $16,400 as its fair share of the cost of lining shared a 24 inch concrete pipe under SR3 and an inter -local agreement (ILA) has been executed with the County for that work. There were three bids submitted which were opened on February 23, 2017. The lowest responsive, responsible bidder was Michels Corporation who submitted a bid in the amount of $797,622.22 which includes sales tax. ATTACHMENTS: 1. Agreement; 2. Kitsap County ILA; 3. Vicinity Map; and 4. Bid Tabulation. FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2017 Capital Budget. The ILA with Kitsap County provides for reimbursement of $16,400. STUDY SESSION AGENDA: px No Presentation ❑ Full Presentation STUDY SESSION ACTION: o Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the contract for the 2017 Sewer Rehabilitation to Michels Corporation in the amount of $797,622.22, including Washington State sales tax, and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: [Approve ❑ Deny ❑ Table Form Updated 01/07/15 ❑ Continue ❑ No Action el6ek CITY OF BREMERTON 2017 SEWER REHABILITATION Bid Opening: Pre -Bid Conference: February 2017 February 23, 2017 @ 2 p.m. City Clerk's Office City Hall, 345 61h Street Bremerton, WA 98337 February 13, 2017 @ 9 a.m. City of Bremerton Engineering Office 3027 Olympus Drive Bremerton, WA 98310 2nd floor of building. Contact Person: Montee Geister 3027 Olympus Drive Bremerton, WA 98310 Tel (360) 473-5324 montee.geister@ci.bremerton.wa.us THIS PAGE LEFT INTENTIONALLY BLANK CERTIFICATION BY ENGINEER The technical material and data contained in these Specifications for the City of Bremerton project titled 2017 Sewer Rehabilitation, were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. Prepared by: William J. Davis, P.E. City of Bremerton THIS PAGE LEFT INTENTIONALLY BLANK NOTICE INVITING BIDS for 2017 Sewer Rehabiliation 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 Thursday, February 23, 2017 for the project 2017 Sewer Rehabilitation. Bids received after the specified time and date will not be considered. OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on Thursday, February 23, 2017 in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within 120 calendar days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed includes rehabilitating approximately 8249 lineal feet of sanitary sewer using the cure -in -place -pipe (CIPP) method, reinstating approximately 101 side sewers, temporary bypass pumping, temporary traffic control, and all other work as identified in the Contract Documents. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com). Go to http://www.e- arc.com/wa/seattlethen click on the link 'Enter Public Planroom'. Scroll down or search to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered 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.bidservicesCa e-arc.com. AVAILABILITY OF PIPE INSPECTION VIDEOS AND PIPE DOCUMENTATION: The City has performed video inspections of some of the piping scheduled for rehabilitation which will mailed out to bidder upon request. To receive theses videos, contact Linda Fulton at the City of Bremerton at (360) 473-2323 or linda.fultonpci.bremerton.wa.us. The videos will be mailed out on a USB thumb drive using a 2 -day mail service. PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: 2017 Sewer Rehabilitation 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 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 Monday, February 13 at 9 a.m. at 3027 Olympus Drive, Bremerton, WA 98310. Proceed to the second floor of the building where the Engineering Division offices are located. PROJECT COMMUNICATION: All communications related to the project shall be directed to the City prior to opening of Bids: Communication by phone/e-mail: Montee Geister Telephone: (360) 473-5324 E-mail: Montee.Geister@ci.bremerton.wa.us Communication by mail: Department of Public Works and Utilities ATTN: Montee Geister 3027 Olympus Drive Bremerton, WA 98310 CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award. END OF NOTICE INVITING BIDS 2017 SEWER REHABILITATION TABLE OF CONTENTS INTRODUCTION Certification by Engineer Notice Inviting Bids Table of Contents PART I - BIDDING REQUIREMENTS AND CONTRACT FORMS BidderChecklist.................................................................................................................................I - i to I - ii BidForms...........................................................................................................................BF -1 to BF -16 ContractForms........................................................................................................................ CF -1 to CF -12 PART II - AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III - SPECIAL PROVISIONS Division 1- General Requirements ................................. SP -4 Division 7 - Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits ............... SP - 46 APPENDICES Appendix A - Kitsap County Prevailing Wage Rates Appendix B - Construction Forms Appendix C - Construction Drawings THIS PAGE LEFT INTENTIONALLY BLAND PART I BIDDING REQUIREMENTS AND CONTRACT FORMS C L 1 THIS PAGE LEFT INTENTIONALLY BLANK BIDDER CHECKLIST This section lists the contract forms required for this project. The bidder's attention is especially directed to the bid forms that must be executed in full as required and submitted with the bid. BID FORMS Bid forms shall be submitted with the bid. All forms in this section must be executed and submitted to the City with your bid, not later than the designated bid closing date and time. Bids that do -not include all of the forms, properly completed, may be declared unresponsive. a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid 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 less than 5% (flve percent) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (Submit with bid or within 24 hours of bid opening) f. Information Required of Bidder g. Project References and General Information (This information must be submitted within 24 hours of the bid opening.) h. Non -Collusion Affidavit (This form is to be completed and signed by the contractor and notarized.) i. Certification by Proposed Contractor Regarding Equal Employment Opportunity Plan j. Certification of Non -Segregated Facilities k. Certification of Federal Non -Debarment and Suspension DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed and submitted to the City after the contract is awarded by the Bremerton City Council. These forms follow the contract forms in Part 1. Unless noted otherwise, these must be submitted within thirty (30) calendar days after the date of Notice of Award of Contract. a. Contract b. Contractor Certificate c. Performance Bond (Bond is for 100% of the Contract Amount) d. Payment Bond (Bond is for 100% of the Contract Amount) e. Insurance Certificates City of Bremerton February 2017 2017 Sewer Rehabilitation l -i DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a. Statement of Intent to Pay Prevailing Wages -- Note: Certified Payroll shall be submitted weekly to document wages paid DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE a. Acceptance of Compensation and Release of All Claims (See Appendix B) b. Affidavit of Wages Paid (available from Department of Labor & Industries) END OF SECTION City of Bremerton February2017 2017 Sewer Rehabilitation I- ii I CONSENT RESOLUTION OF THE BOARD OF DIRECTORS OF MICHELS CORPORATION JANUARY 2, 2017 The undersigned, being the Board of Directors of MICHELS CORPORATION, a Wisconsin corporation, pursuant to Section 180.0821 of the Wisconsin Statutes, do hereby consent to the following acts taken without a meeting: RESOLVED: that the following employees of Michels Pipe Services, a Division of Michels Corporation, shall have the following authority vested in it by the Board of Directors through this Consent Board Resolution for the fiscal year ending December 31, 2017, or until their respective successors have been elected and qualified: Kelsey. Schultz, Contracts & Administration Coordinator, shall have specific and limited authority to sign pay requests, associated lien waivers, and attest to official documentation of Michels Pipe Services. David R. Phelps, Assistant Secretary and Contracts Manager—Westem Region, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements for Michels Pipe Services. Scott O'Dell, Western Regional Manager, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Lee A. Zubrod, Regional Operations Manager in Hawaii, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Mr. Zubrod shall also have the authority to execute all work orders issued to Michels Pipe Services on existing Hawaii contracts. David Rosenberg, Senior Manager Business Development and Water Rehabilitation Services, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Donald J. Grebe, Senior Project Manager Midwest Region, on behalf of Michels Pipe Services, shall have the limited authority to execute subcontracts of $500,000 or less, both when Michels subcontracts work and when Michels is the subcontractor. Mr.. Grebe shall also have authority to approve invoices for Michels Pipe Services, Midwest Region Projects. Matt Hubert is Assistant Secretary and Regional Manager of Michels Corporation. Mr. Hubert is hereby ' authorized to legally negotiate and execute bonds, bid documents, contracts and agreements. Treva Mesias is Assistant Secretary of Michels Corporation. Ms. Mesias shall have specific limited authority to sign pay requests, associated lien waivers, and attest to official documentation. David Ebner, Sr. Manager, shall have the limited authority to execute subcontracts of $500,000 or less for Hietkamp, a Division of Michels Corporation, both when Michels subcontracts work and when Michels is a subcontractor. Mr. Ebner shall also have the authority to approve invoices for Hietkamp, a Division of Michels projects. Will Markey, Sr. Manager, shall have the limited authority to execute subcontracts of $500,000 or less for Hietkamp, a Division of Michels Corporation, both when Michels subcontracts work and when Michels is a subcontractor. Mr. Markey shall also have the authority to approve invoices for Hietkamp, a Division of Michels projects. Paul Mallory, Sr. Manager Special Projects, shall have the limited authority to execute subcontracts of $500,000 or less, both when Michels subcontracts work and when Michels is a subcontractor. Mr. Mallory shall also have the authority to approve invoices. ' Dated this 2nd day of January, 2017. tR th L. Mich6li, Director �,i�I.s� .- BID TO: CITY OF BREMERTON, PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the OWNER. in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled "2017 Sewer Rehabilitation." 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). Failure to acknowledge addenda shall render the ' bid non-responsive and shall be cause for its rejection. Addenda Number: /14P -n, r- Date: 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:'Z-3111 $y 91 City of Bremerton 2017 Sewer Rehabilitation Bidder: vy�kc. tlt , t tAt %tAk_ (Company Na e1) Title: (Signature) February 2017 BF -1 STATE OF (' je--o%Q ) SS: COUNTY OF k6,ULkk- ) I HEREBY CERTIFY that a meeting of the Board of Directors of the ' a corporation existing under the laws of the State of SOLS -4 wts w held on Mnc/Aw� 2 .2017, the following resolution was duly passed and adopted: "RESOLVED, that as President of the Co on, be and is hereby authorized to ' execute the Bid dated , to the City of Bremerton by this corporation and that his executio of, attested y retary of the Corporation, and with the Cor ea affixed shall be the official act an is 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 23"=� day of _ 2017. secretary (SEAL) 1 City of Bremerton February 2017 ' 2011 Sewer Rehabilitation BF -2 BID CERTIFICATE ,cif Partnershini 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 heli on 2017, the following resolution was duly passed and adopted: "RESOLVED, that of the Partnership, be and is hereby authorized to execute the Bid dated. 2017, to the City of Bremerton by this partnership and that his/her -execution thereof, attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this 2017.. Partner (SEAL) day of City of Bremerton February 2017 2017 Sewer Rehabilitation BF -3 as BID 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 heli on 2017, the following resolution was duly passed and adopted: "RESOLVED, that as of the joint Venture, be and is hereby authorized to execute the Bid dated 2017, to the City of Bremerton by this joint venture and that his/her execution thereof, attested by the shall be the official act and deed of this joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of 2017. Managing Partner (SEAL) City of Bremerton February 2017 2017 Sewer Rehabilitation BF -4 1. BID CERTIFICATE fif Limited Liability Com any) STATE OF ) SS: R (A- COUNTYOF ) 1 HEREBY CERTIFY that i meeting of the Members of the a limited liability company existing under the laws of the State of _ . held on 2017, the following resolution was duly passed and adopted: "RESOLVED, that as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated, 2017, to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day.of_ 2017. A Limited Liability Company an By: (SEAL) Member Member City of Bremerton February2017 2017 Sewer Rehabilitation BF -5 pn 't 4 dD V G1 V1 bib W N 1-+ *" � g O O °a ro S ro b goo (D CD (D `►'3 N N F1 N N N V o fD a t9 CS tJ7 En En 41 N 41 41 t-' Z a O (D x V � � s c �. CD rt G tD cr e e ° ° (Dy y y a O fC [D Drt �+ A cn �y a, o b o L Ot Vi .° ;v :3 o r �. a n n Q C')SD o C� M CD n tD Ln OD �. CD CL �a o n �. O m y m "1 :r =1 En m o Q cD O fnD � O O 0 O O -n 7.a O N m p w 0 N U i h � V � V Q� }"► p W � =T Cil A Cn NO c0 N � C ai O Q O O O O Cl 6 O O _ Q O O CD CJ1 bi c tV N O O) O � ... n p co 0) O .OD O coOCD v O O O O O O O p parr ioz. a � g O O S (D CD (D `►'3 y .�, O rt m o ccD o L 4 r� e t-' Z a (D O G V � 'MI �. rt G tD cr Oss wFD �c y9lD Q. o n .'3 �y CD L Ot Vi a a r? CL n tD OOQ A� y `r� m tr N Z v N N � Fr-► p N N N N in in in vi arc a�, rrc oa 0 0 0 f4 lD A CCA fp N hi W W W y � d y O O � W_ o c"), O O O j N N CO OD N Lo v Q) W tit Co O O O O Cl O O O O U O BID BOND KNOW ALL MEN BY THESE PRESENTS, That Michels Corporation as Principal, and Continental Casualty Company as Surety, are ' held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Five Percent of Amount Bid (5%) dollars, (notless 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 2017 Sewer Rehabilitation. If the Principal is awarded the Bid and, within 10 calendar days after receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the duly executed Agreement; the duly executed Certificates of Insurance, the duly executed Performance Bond and the duly executed Payment Bond, all as specified in the Contract Documents, then the Surety shall, without condition and within 30 calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashiers check, the full amount of this Bid Bond. This Bond shall be irrevocable for 90 days after the bid opening, as defined in the Contract Documents, 1 The Surety stipulates and agrees that the obligation of said Surety shall in no way be impaired or affected b 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 attorney's fees and costs to be fixed by the court. . SIGNED AND SEALED, this day of February 23rd 2017 tion (Principal) - B c By: cri ;gnature) (SF,AL ANp.i�IflTAtIAL ACKNOWLEDGMENT OF SURETY) ? ...... Address of Surety to which all notices shall be sent 333 South Wabash Avenue, 41st Floor, Chicago, IL 60604 (Signature) ' Christine Eitel Attorney - Address for Service of Process (must he a physical address) 333 South Wabash Avenue, 41st Floor, Chicago, IL 60604 City of Bremerton February 2017 2017Sewer Rehabilitation BF -9 STATE OF ILLINOIS COUNTY OF DuPaae I,_ Ann Marie Waters, Notary Public of Cook County, in the State of. Illinois , do hereby certify that Christine -Eitel Attorney -in -Fact, of the Continental Casualty Company who is personally known -to me to be the same person whose name'is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that she signed, sealed and delivered said instrument, for and on behalf of the Continental Casualty Company or the used and purposes therein set forth. Given under my hand and notarial seal at my office in the City of, Lisle in said County, this 23rd day of February A.D., 2017. (Notary Public) Ann Marie Waters My Commission expires: 07/05/2017. „ Notary Seal:: OFFICIAL SFAL S'!WE Or fl.i,iPVra POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of 'Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint ' Karen A Ryan, Harriet R Reilly, William P Weible, William Cahill, Kimberly Sawicki, Ann Marie Waters, Melissa Newman, Kimberly R Holmes, Christine Eitel, Deborah A Campbell, Leigh Ann Francis, Richard A Freebourn Jr, Individually of Lisle, IL, their true and lawful Attorneys) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf 1 bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly ' adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 24th day of June, 2016. . cASug4r a GORPOAAre D °v SEAL 1897 Continental Casualty Company National Fire Insurance Company of Hartford . ° W4, American Cas alty Company of Reading, Pennsylvania JULY 71, Paul T. Bruflat Ar Vice President State of South Dakota, County of Minnehaha, ss: On this 24th day of June, 2016, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above instrument; that he knows the seals of said insurance companies; that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. ' J. MOLAR NOTARY DAKOTA SOUTH DAKOTA My Commission Expires June 23, 2021 J. Mohr Notary Public CERTIFICATE I, D. Bult, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance companies printed on the reve e hereof is still in forc In estimony whereof 1 have her nto subscribed my name and affixed the seal of the said insurance companies this day of de�tC. GASUq conPonn?r � a � °V SEAL 1 1897 yorm F6853-4/2012 � CPA,- Continental Casualty Company National Fire Insurance Company of Hartford �pAPO�rtn American Casualty Company of Reading, Pennsylvania JULY al, t907 �� 1 o <� D. Butt Assistant Secretary Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF :DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on 'May 12, 1995: p "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25'h day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be; provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or, instruments. that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25'h day of April, 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of,any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the ompany by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that, the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective:." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of ttorneys on behalf of American Casualty Company of Reading, Pennsylvania. 'his Power of Attorney is signed and sealed by facsimile under and by the authority of dhe following. Resolution adopted by the Board of Directors of the :ompany by unanimous written consent dated the 25'' day of April; 2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and a 11 Whereas, from time to time, the signature of the Authorized Officers, in addition to being'provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." BID BOND 1 KNOW ALL MEN BY THESE PRESENTS, That 1 held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the as Principal, and as Surety, are dollars, (not less than 5 percent of the total amount of the B'd) for the payment of which sum, well and truly to be made, we bin ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by th se presents. WHEREAS, said Principal has submitted a Bid to said OWNER to erform the WORK required under the bidding schedule(s) of the OWN ER's Contract Documents entitled 2 17 Sewer Rehabilitation. If the Principal is awarded the Bid and, within 10 calendar days fter receipt of the Contract Document forms from the OWNER, fails to provide the OWNER with the my executed Agreement; the duly executed Certificates of Insurance, the duly executed Performance B nd and the duly executed Payment Bond, all as specified in the Contract Documents, then the Surety sh , without condition and within 30 calendar days from written demand from the OWNER, pay to the OWN in U.S, funds, by certified or cashiers check, the full amount of this Bid Bond. This Bond shall be irrevoca e for 90 days after the bid opening, as defined in the Contract Documents. The Surety stipulates and agrees that the obligati n of said Surety shall in no way be impaired or affected by an extension of the time within which the OW R may accept such bid and Surety further waives. notice of any such extension. In the event suit is brou t upon this bond by said OWNER and OWNER prevails, said Principal and Surety shall pay all costs inc red by said OWNER in such suit, including attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this day of T . 2017 I By; (SEAL AND NOT L) (Principal) (Sign ure) ACKNOWLEDGMENT OF SURETY) Address of Sure, y to which all notices shall be sent Address Or Service of Process (must be a physical address) City of Bremerton 2017 Sewer Rehabilitation (Surety) (Signature) February 2017 BF -9 The Bidder shall provide the following information, and included with this bid or submitted within 24 hours of the Bid Opening, for each Subcontractor who will perform work or labor or render service to the CONTRACTOR in or about the construction of the work or improvement in an amount in excess of 10 percent of the CONTRACTOR's total bid. "Rendering service" includes a subcontractor that specially fabricates and installs a portion of the work or improvement. The CONTRACTOR shall list only one Subcontractor for- each portion of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontractor is listed, the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT will exceed 10 percent of the bid price. Attach additional sheets if required. `SUBCONTRA.CTOR #1 Company Name: f Subcontractor License #: Work to be performed Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACT' ..'.., . OR #2 ; Company Name: _ Subcontractor License #: — Work to be performed: — Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACTOR #3 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: SUBCONTRACTOR #4 Company Name: Subcontractor License #: Work to be performed: Address/Phone #: Bid Amount and % of Total Bid: City of Bremerton February 2017 2017 Sewer Rehabilitation BF -10 The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete these items will cause the Bid to be non-responsive and will cause its rejection. In any event, no award will be made until all of the Bidder's General Information is delivered to the OWNER. Name of Contractor: Primary Classification: (9,e_u ('ch A&_2, Address 1-1,15 tta� S_r `j4ti OCL a I So -L -- Telephone: 50 Fax number: 31-7 E-mail address: CD y1tc_KQLS.VS Name and contact information for proposed Project Manager: 7�05evts 5kn-keisMqLc*euS.V5 5u3-3t��-tt94 Employment Security Department Number (grDWA9oo5 Washington State Industrial Insurance Number, t 3Z3 tS -00 Washington State Unified Business Identification (UBI) Number COl 0(0( 0-1 1 Washington State Contractor's Registration Number and Exp. Date 991gi.T8 `A 155 Le City of Bremerton Business License number Zt taSR *Vnotavailable must be obtained prior to mobilization Name, address, and telephone number of Surety Company and agent who will provide the required bonds this contract: Qywvve%n J su&tij CSO 333 '�;, m0e.6sL AtUC j CV15 a . �L. (&o(,otA 1 4,4-cS City of Bremerton February20.17 2017 Sewer Rehabilitation BF -11 PROJECT REFERENCES & GENERAL INFORNJATION To be considered for award, the CONTRACTOR shall have completed at least three (3) projects of similar type, complexity, and comparable value to that WORK described in Notice Inviting Bids. The projects must have been completed under the bidder'slname as the prime (general) contractor within the last ten (10) years. ATTACH TO THIS BID, or provide within 24 hours of Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to this project in nature, value, and complexity of work. The list shall include the following information as a minimum: o Names, address, and telephone number of owner. o Name of project. ® Location of project. m Brief description of the work involved. o Contract amount. o Date of completion of contract. o Name, address, and telephone number of architect or engineer. o Name. of owner's project engineer. o List of major equipment used - Years in business under current name. �. Contracts now in hand, gross amount, and percent complete. 1. PROJECT NAME AND LOCATION: 2015 Sewer Rehabilitation — Bremerton, WA PUBLIC AGENCY NAME & ADDRESS: City of Bremerton, 345 6`" Street Bremerton, WA 98337 PUBLIC AGENCY PHONE: William Davis (360) 473-5324 PROJECT DESCRIPTION: Installation of 6,588 if of 8"-18" Cured In Place Pipe ARCHITECT/ENGINEER NAME & ADDRESS: City of Bremerton, 345 66' Street Bremerton, WA 98337 ENGINEER CONTACT NAME AND PHONE: William Davis (360) 473-2312 CONTRACTAMOUNT: $479,353.43 COMPLETION DATE: August 14, 2015 2. PROJECT NAME AND LOCATION: 2015 Sewer Rehabilitation Project — Roseburg, OR PUBLIC AGENCY NAME & ADDRESS: Green Sanitary District, 3879 Old Highway 99S, Roseburg, OR 97471 PUBLIC AGENCY PHONE: Kay Huff (541) 679-7191 PROJECT DESCRIPTION: Installation of 8,981 if of 8" — 15" Cured In Place Pipe ARCHITECT/ENGINEER NAME & ADDRESS: SHN Consulting Engineers & Geologists, Inc. 275 Market Ave. Coos Bay, Oregon 97420 ENGINEER CONTACT NAME AND PHONE: Ron Stillmaker (541) 266-9890 CONTRACT AMOUNT: $459,855.50 COMPLETION DATE: June, 2015 3. PROJECT NAME AND LOCATION: 2014 Sewer Rehabilitation — Eugene, OR PUBLIC AGENCY NAME & ADDRESS: City of Eugene, 99 East Broadway, Suite 400 Eugene, OR 97401 PUBLIC AGENCY PHONE: (541) 682-8306 PROJECT DESCRIPTION: Installation of 27,812 if of 6" — 36" Cured In Place Pipe ARCHITECT/ENGINEER NAME & ADDRESS: City of Eugene, 99 E Broadway Ste. 400 Eugene OR ENGINEER CONTACT NAME AND PHONE: David Starns (541) 682-8306 CONTRACTAMOUNT: $808,907 COMPLETION DATE: April, 2015 LIST OF MAJOR EQUIPMENT USED:- Please see attached list YEARS IN BUSINESS UNDER CURRENT NAME: 55 Years CONTRACTS NOW IN HAND, GROSS AMOUNT, AND PERCENT COMPLETE: 22 Contracts, 3.5 Million, approximately 40% of all contracts in hand 1715 SE 16th Street SE o Salem, OR 97302 503/364-1199 o Fax 503/364-8317 www.michels-usa.com Michels Pipe Services — Cured In Place Pipe Equipment List Catenory Quanti Rush 14 Million BTU Boiler w/ Platform 1 Aries TV Truck 1 Camel Vac/Jet 1 Thermo King Tractor Trailers 1 F350 Crew Trucks 1 F150 Pickup Trucks (Tube) Applied Felts - Suppliers 1 (Resin) Interplastic Corporation - Suppliers 1 Michels Corporation has a permanent WetOut facility located at 1715 16th Street SE Salem, OR 97302, where we impregnate the CIPP tubes. TELECOMMUNICATIONS n GAS PIPELINE u DIRECTIONAL DRILLING e ELECTRICAL u AGGREGATE MATERIALS SEWER, WATER & TUNNELING e CONCRETE u ENGINEERING a DESIGNIBUILD BROWNSVILLE, WI - SEATTLE, WA - MILWAUKEE, WI - HARRISBURG, PA - NEENAH, WI - TOPEKA, KS - PEORIA, AZ - GREEN BAY, WI - CALGARY, AB 'AN EQUAL OPPORTUNITY EMPLOYER" STATE OF UQG(sfa0 ) ss. COUNTY OF W, c4WV` ) S<'mt� UeQ . 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 divulgeq,,i_nfunrr>g4on or data relative thereto, or paid, and will not pay, any fee to any corporation, partes �h1p- -o.mpa r ,association, organization, bid depository, g P ry, or to any member or agent thereof toe ct>ri ' ' I '< F,'®r sham bid. Xne&"' OA& Subscribed and sworn to before me this 2askdayof4CL ,2017 Notary Public in and or the County of V�"Iuu— State of QWAL-,,, OFFICIAL STAMP (SEAL) No ARY P SUCH.O�R GON COMMISSION NO.922071 Mecom ISSIONEXPIRESNOVEMBER11,2017 City of Bremerton February 20.17 2017 Sewer Rehabilitation BF -13 NON -COLLUSION AFFIDAVIT STATE OF E QG&tuJ ) ss. COUNTY OF W�Q1Wl ) Scm* UJk , 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 divulge, infbrmagon or data relative thereto, or paid, and will not pay, any fee to any corporation, part" `ship:cb.p.; association, organization, bid depository, or to any member or agent thereof to e ct-oiiiJ gar sham bid. Signed . Subscribed and sworn to before me this 23 day of qe62017 D--Qt�, Notary Public in and or the County of W6W, State of OFFICIAL STAMP 'DAVID R PHELPS SEALI@ ) NOTARY PUSUC-OREGON COMMISSION NO, 922071 MY COMMISSION EXPIRES NOVEMBER 11, 2011 City of Bremerton 2017 Sewer Rehabilitation February 2017 BF -13 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. I ` �pp ls� Name of Prime Contractor_ dLR � e, ,e ZO Ads WA— Address 1`T t:5' lL� St- Q4 q7130 1, Internal Revenue Service Employer Identification No. .703/f a. Contractor has participated in a previous contract Yesy No or subcontract subject to the Equal Opportunity ClatIise. i b. Compliance reports were required to be filed in YesyNo__ _ connection with such contract/subcontract c. Contractor has filed all compliance reports required, by Yes VNO - 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 i in detail in the space below. i V'\ 1W ' I i CERTIFICATION: I, the undersigned, certify that the inforiination above is true and complete to the best of my knowledge and belief. AL CC� 04, Oha��tLt9._ Company Name ` I to Qc�ye� tA�es u�tt-r�a�e?-- Narrl�,,�_ Title of Signer (please type print clearly) = Sigt re bi'�4wer Recitation �'liiiii!SillllllN Z In t Date February 2017 BF -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. CERTIFICATION: 1, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief. 1 Y Company Name ' Name and Title of Signer (please type or rint clearly) 0 �i a �� . D to - I City of Bremerton February2017 2017 Sewer Rehabilitation BF -15 INSTRUCTIONS TO BIDDERS: THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND SUBMITTED WITH THE BID. THE CONTRACTOR SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK ON THE PROJECT. As a prospective contractor for the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certificati6n indicating that you are in compliance with the below Federal Executive Order. Debarment: Federal Executive Order (E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards or using federal funds, and all sub= recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government or from receiving Federally -assisted contracts. Your signature certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency: If, at any time during the term of the contract, such condition occurs the Contractor will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the infornation above is true and complete to the best of my knowledge and belief. Company Name Name and Title of Signer (please type— or pn�t clearly) City of Bremerton 2017 Sewer Rehabilitation END OF BID FORMS 2123 CLi Date I February 2017 BF -16 , CONTRACT (page 1 of 3) THIS AGREEMENT is dated the �`7 day of /#/?Je4!U7' in the year 2017 by and between City of Bremerton (hereinafter called CITY) and Michels Corporation (hereinafter called CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled 2017 Sewer Rehabilitation ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion within 120 calendar days from the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $1000 per daXafter the date of Substantial Completion. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2(2) of the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENGINEER as provided in the Special Provisions Contractor Initials City of Bremerton February 2017 2017 Seiver Rehabilitation CF- I i CONTRACT (page 2 of 3) ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following which are -either attached or incorporated herein by reference: - Notice Inviting Bids, I - Bidders Checklist, i. - Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, - Performance Bond, - Payment Bond, - Standard Specifications, - Amendments to the Standard Specifications, - Appendices, - Special Provisions, - Contract Plans, - Addenda numbers to inclusive. ' - Change Orders which may be delivered or issued afteIr Effective Date of the Agreement and are not attached hereto. . i 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 Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, sub consultants, and the officers, directors; employees, and agents of each and any of them, against and from any and all claims, injuries, 'damages, losses or suits, including all legal costs and attorney fees, all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful" misconduct of the CITY and/or the ENGINEER as furtheridefined in the Contract Documents. The provisions of this section shall survive the termination of the contract. Contractor Initials ' City of Bremerton February 20/7 2017 Sewer Rehabilitation CF -2 CONTRACT (page 3 of 3) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY: City of Bremerton ��� �Z �k (Signature) By Patty LenV, Mayor ,. (Printed name) Attes Address for giving notices 345 6th Street Bremerton, WA 98337 ' A o Form: (Signature) Roger Lubovich, City Attorney (Title) City of Bremerton 2017 Sewer Rehabilitation CONTRACTOR At By r0Colt' Cil (Printed name) Attest ,t0%1111(11I11l :cf) r CJ zz Address for giving notices I—t_iS Ila'C� St' SE S,�W►,9�. ��302 License No. AMQt�EC V 94918 Agent for service of process: February 2017 CF -3 CONTRACT CERTIFICATE (if Corporation) STATE OF Oeec o tj ) SS: COUNTY OF "Ibc k ) I HEREBY CERTIFY that a meeting of the Board of Directors of the Acw% a corporation existing under the laws of the State of/,t'ftePAA, held on �Jlllerl�. '� 2017, the following resolution was duly passed and adopted: em Arwhalk:f1 D, that as - President of the Corporation, be and is hereby a cute the CONTRACT dated 2017, by and between this C on and City of Bremerton an xecution thereof, attested b ecretary of the Corporation, and with the Corporate Seal affixe , shall be the o 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 t3 K day of 2017. (SEAL) - y d •.cy ' � ,� . City of Bremerton February 2017 2017 Seaver Rehabilitation CF -4 CONSENT RESOLUTION OF THE BOARD OF DIRECTORS OF MICHELS CORPORATION JANUARY 2, 2017 The undersigned, being the Board of Directors of MICHELS CORPORATION, a Wisconsin corporation, pursuant to Section 180.0821 of the Wisconsin Statutes, do hereby consent to the following acts taken without a meeting: RESOLVED: that the following employees of Michels Pipe Services, a Division of Michels Corporation, shall have the following authority vested in it by the Board of Directors through this Consent Board Resolution for the fiscal year ending December 31, 2017, or until their respective successors have been elected and qualified: Kelsey Schultz, Contracts & Administration Coordinator, shall have specific and limited authority to sign pay requests, associated lien waivers, and attest to official documentation of Michels Pipe Services. David R. Phelps, Assistant Secretary and Contracts Manager—Western Region, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements for Michels Pipe Services. Scott O'Dell, Western Regional Manager, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Lee A. Zubrod, Regional Operations Manager in Hawaii, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Mr. Zubrod shall also have the authority to execute all work orders issued to Michels Pipe Services on existing Hawaii contracts. David Rosenberg, Senior Manager Business Development and Water Rehabilitation Services, on behalf of Michels Pipe Services, shall have the authority to legally negotiate and execute bonds, bid documents, contracts, and agreements. Donald J. Grebe, Senior Project Manager Midwest Region, on behalf of Michels Pipe Services, shall have the limited authority to execute subcontracts of $500,000 or less, both when Michels subcontracts work and when Michels is the subcontractor. Mr. Grebe shall also have authority to approve invoices for Michels Pipe Services, Midwest Region Projects. Matt Hubert is Assistant Secretary and Regional Manager of Michels Corporation. Mr. Hubert is hereby authorized to legally negotiate and execute bonds, bid documents, contracts and agreements. Treva Mesias is Assistant Secretary of Michels Corporation. Ms. Mesias shall have specific limited authority to sign pay requests, associated lien waivers, and attest to official documentation. David Ebner, Sr. Manager, shall have the limited authority to execute subcontracts of $500,000 or less for Hietkamp, a Division of Michels Corporation, both when Michels subcontracts work and when Michels is a subcontractor. Mr. Ebner shall also have the authority to approve invoices for Hietkamp, a Division of Michels projects. Will Markey, Sr. Manager, shall have the limited authority to execute subcontracts of $500,000 or less for Hietkamp, a Division of Michels Corporation; both when Michels subcontracts work and when Michels is a subcontractor. Mr. Markey shall also have the authority to approve invoices for Hietkamp, a Division of Michels projects. Paul Mallory, Sr. Manager Special Projects, shall have the limited authority to execute subcontracts of $500,000 or less, both when Michels subcontracts work and when Michels is a subcontractor. Mr. Mallory shall also have the authority to approve invoices. Dated this 2nd day of January, 2017. R th L. Michel, Director P trick D. Michels, Director CONTRACT CERTIFICATE (if Partnership) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of held on 2017, the following resolution was duly passed and adopted: "RESOLVED, that be and is hereby authorized to 2017, by and between this Par thereof, attested by the as of the Partnership, CONTRACT dated 1 City of Bremerton and that his/her execution shall be the official act and Eiresolution ership." I further certify is now in full force and e ct. IN WITNESS Wereunto set my hand this day of 2017. Partner (SEAL) City of Bremerton February 1017 2017 Sewer Rehabilitation CF -5 CONTRACT CERTIFICATE (if Joint Venture) STATE OF ) SS: COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a joint venture existing under the 2017, the "RESOLVED, that of theState o held on fo�ljowin resolution was duly passed and adopted: be and is hereby authorized to execute/the CONTRA 2017, by and between this joint Ven re and City of thereof, attested by the _ official act and deed of this joint enture." as of the Joint Venture, dated e erton and that his/her execution shall be the I further certify that said re lution is now in full force and effect. IN WITNESS WHERE/ , I have hereunto set my hand this _ day of 2017. Managing Partner (SEAL) City ofBr•enrerton February 2017 2017 Sewer Rehabilitation CF -6 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) SS: COUNTY OF ) I HERECERTIFY that a meeting of the Members of the a Limited Liability Co any existing under t laws of the State of held on 2017, the fo owing resolution was duly passed and adopted: "RESOLVED, that and as members of the Limited Liability Company, be and are hereby authorized o execu the CONTRACT dated 2017, to the City of Breme on by this Li ited Liability Company and that their execution thereof shall be the offici act and deed of t Limited Liability Company." I further certify that id resolution is now in full ce and effect. IN WITNESS WH EOF, I have hereunto set my hand th' day of 2017. (SEAL) A Limited Liability Company By: Member By; Member City ofBremer'ton February 2017 2017 Serer Rehabilitation CF -7 THIS PAGE LEFT INTENT16NALLY BLANK Cite of Bremerton 2017 Serer Rehabilitation February 2017 CF -8 1 1 1 PERFORMANCE BOND CCC#30006375 ' (page 1 of 2) LMIC#013128219 ' KNOW ALL MEN BY THESE PRESENTS, That Michels Corporation 1715 16th Street SE, Salem, OR 97302 as CONTRACTOR, and Continental Casualty Company & Liberty Mutual Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER;' in the sum of Seven Hundred Ninety Seven "Thousand Six Hundred Twenty Two and 22/100 ------------- ------ -------------------------------------------------------------------------------------- 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, 2017 Sewer Rehabilitation"; 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 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract 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. r Ci/y ojBrenrerton. February 2017 ' 2017 Serer Rehobilitntion CF -9 PERFORMANCE BOND (page 2 of 2) The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and. court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. This bond shall remain in full force and effect for a period of one (1) year following final acceptance of the project by the City, and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this 8th day of March 2017. (SEAL) Michels Corporation 'RACTOR) By: and SEAL) Continental Casualty Company & (SEAL) Liberty Mutual Insurance Company _ (Surety) By: ��� (Signature and SEAL) Christine Eitel Attorney -In -Fact OWLEDGEMENT OF SURETY) t Qf M ety to all notices shall be sent: °j0juruuwu►+�+`` Address of Surety for service of process: (must be a physical address) Cigr ojll1-eu7e1't0n 2017 Sewer Rehabilitation 333 S. Wabash Ave., Chicago, IL 60604 5600 New King Street, Troy, MI 48098 333 S. Wabash Ave., Chicago, IL 60604 5600 New King Street, Troy, MI 48098 Febraarn 2017 CF -10 CCC#300063 75 ' PAYMENT BOND LMIC#013128219 (page 1 of 2) ' KNOW ALL MEN BY THESE PRESENTS, That Michels Corporation 1715 16th Street SE, Salem, OR 97302 as CONTRACTOR, ' and Continental Casualty Company & Liberty Mutual Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of Seven Hundred Ninety Seven Thousand Six Hundred Twenty Two and 22/100------------- --------------------------------------------------------- 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. 1 ' THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified or ' indicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, 2017 Sewer Rehabilitation"; 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 maybe made pursuant to the terms of said Contract Documents, shall not in anyway release said CONTRACTOR or said Surety thereunder, nor shall any extensions of ' time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. cihy of Bremerton t'ebruam 2017 ' 2017 S",cr Rehabilifarion cra I 1 i PAYMENT BOND (page 2 of 2) 1N WITNESS WHEREOF, we have hereunder set our hands �,1nd seals this 8th day of March 2017. Continental Casualty Company & .,,0iChy6 orporation Liberty Mutual Insurance Company ...... N/V� C„QN 'RACTOR) (Surety) QY By: Q (Sign ire and SEAL) (Signature and SEAL) E O:� , Christine Eitel Attorney -In -Fact SND 140TSRIAL ACKNOWLEDGEMENT OF SURETY), `�' ......... "4"� � ` 333,s. Wabash Ave., Chicago, IL 60604 �a�d�Cl�esis c�.(,5'>�rety to which all notices shall he sent: �., g "im:11 `' 5600 New King Street, Troy, MI 48098 Address of Surety for service of process: 333 S. Wabash Ave., Chicago, IL 60604 (must be a physical address) 5600 New King Street, 1 roy, MI 48098 END OF CONTRACT FORMS CRY of Bremerion February 2017 2017 Serer Rehobtlitation CE -12 STATE OF ILLINOIS COUNTY OF DuPage I, Ann Marie Waters Notary Public of Cook County, in the State of Illinois , do hereby certify that Christine Eitel Attorney -in -Fact, of the ' Continental Casualty Compan _who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before ' me this day in person, and acknowledged that she signed, sealed and delivered said instrument, for and on behalf of the Continental Casualty Company or the used and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Lisle in said County, this 8t" day of March A.D., 2017. (Notary Public) Ann Marie Waters My Commission expires: 07/05/2017 Notary Seal: ;I OFF1CIAt. SEAL ANN MARIE WATERS NOTARY PUBLIC - STATE OF ILLINOIS MY COMMISSION E) PIRES:07d0 17 IPOWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company (herein called "the CNA Companies"), are duly organized and existing insurance companies having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint ' Karen A Ryan, Harriet R Reilly, William P Weible, William Cahill, Kimberly Sawicki, Ann Marie Waters, Melissa Newman, Kimberly R Holmes, Christine Eitel, Deborah A Campbell, Leigh Ann Francis, Richard A Freebourn Jr, Individually of Lisle, IL, their true and lawful Attorneys) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - ' and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the insurance companies. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice.President and their corporate seals to be hereto affixed on this 21 st day of December, 2016. rr SUq0 O� D 0v SEAL � 1897 `o am,cog�,Continental Casualty Company National Fire Insurance Company of Hartford a`0iIo0R4TF0 American Cas ally Company of Reading, Pennsylvania U Jutr n, Isoz b •a / Paul T. Bruflat OF Vice President State of South Dakota, County of Minnehaha, ss: On this 21st day of December, 2016, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company described in and which executed the above instrument; that be knows the seals of said insurance companies; that the 'seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance companies. ' J. MOHR �;?� NOTARY SOUTH DAXOTA AKOTA S� - ..Po — (J� My Commission Expires June 23, 2021 J. Mohr Notary Public CERTIFICATE . I, D. Bult, Assistant Secretary of Continental Casualty Company, an Illinois insurance company, National Fire Insurance Company of Hartford, an Illinois insurance company, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance companies printed on the revers ereof is still in force. Ig tVstimony w ereof I have h eunto subscribed my name and affixed the seal of the said insurance companies this day of /�ie�-� C I�� 7. GASUq4l P 2 r,000AArg O Z � D Ov SEAL tZ ' 7897 Form F6853-4/2012 Continental Casualty Company A+ National Fire Insurance Company of Hartford `ORPORgTEd .a American Casualty Company of Reading, Pennsylvania JULY 11, 1902 s �a • D. Bult Assistant Secretary Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF.DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." i This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. i This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April, 2012: i "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like !nature; and I Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ! ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: i I This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer toisign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,; Vice President, who has been' authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. I This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April, 2012: "Whereas, the bylaws of.the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); INow therefore be it resolved`. that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." I ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995`. "RESOLVED: That any Senior or Group Vice President may authorize an officer to (sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of tliie Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading, Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,.2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like ivature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to tieing provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"); Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." STATE OF ILLINOIS COUNTY OF DuPage I, Ann Marie Waters Notary Public of Cook County, in the State of Illinois , do hereby certify that Christine Eitel Attorney -in -Fact, of the Liberty Mutual Insurance Company who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that she signed, sealed and delivered said instrument, for and on behalf of the Liberty Mutual Insurance Company -or the used and purposes therein set forth. Given under my hand and notarial seal at my office in the City of Lisle in said County, this 81" day of March A.D., 2017. (Notary Public) Ann Marie Waters My Commission expires: 07/05/2017 Notary Seal: OFFICIAL SEAL ANN MARIE WATERS NOTARY PUBLIC - STATE OF ILLINOIS MY COMMISSION EXPIRES -.07/017 PART II AMENDMENTS TO THE STANDARD SPECIFICATIONS i II I THIS PAGE LEFT INTENTIONALLY BLANK i 1 INTRO.AP1 2 INTRODUCTION AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 3 The following Amendments and Special Provisions shall be used in conjunction with the �I 4 2016 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS � 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1-01.AP1 17 Section 1-01, Definitions and Terms 18 August 1, 2016 19 1-01.3 Definitions 20 The following new term and definition is inserted after the eighth paragraph: 21 22 Cold Weather Protection Period — A period of time 7 days from the day of concrete 23 placement or the duration of the cure period; 'whichever is longer. 24 ` 25 1-02.AP1 26 Section 1-02, Bid Procedures and Conditions 27 April 4, 2016 28 29 1-02.4(1) General The first sentence of the last paragraph'is revised to read: 30 .31 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, 32 shall request the explanation or interpretation in writing by close of business on the 33 Thursday preceding the bid opening to allow a written reply to reach all prospective 34 Bidders before the submission of their Bids. 35 36 1-02.9 Delivery of Proposal 37 The last sentence of the third paragraph is revised to read: 38 39 The Contracting Agency will not open or consider any Proposal when the Proposal or 40 Bid deposit is received after the time specified for receipt of Proposals or received in.a 41 location other than that specified for receipt of Proposals unless an emergency or 42 unanticipated event interrupts normal work processes of the Contracting Agency so that . 43 Proposals cannot be. received. 44 45 The following new paragraph is inserted before the last paragraph: 46 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 If an emergency or unanticipated event interrupts normal work processes of the 2 Contracting Agency so that Proposals cEInnot be received at the office designated for 3 receipt of bids as specified in Section 1-02.12 the time specified for receipt of the 4 Proposal will be deemed to be extended to the same time of day specified in the 5 solicitation on the first work day on which the normal work processes of the Contracting 6 Agency resume. 7 8 1-02.12 Public Opening of Proposals This section is supplemented with the following new paragraph: 10 11 If an emergency or unanticipated event interrupts normal work processes of the 12 Contracting Agency so that Proposals cannot be opened at the time indicated in the call 13 for Bids the time specified for opening of Proposals will be deemed to be extended to 14 the same time of day on the first work day on which the normal work processes of the 15 Contracting Agency resume. 16 17 1-04.AP1 18 Section 1-04, Scope of the Work 19 January 3, 2017 20 1-04.2 Coordination of Contract Docuipents, Plans, Special Provisions, 21 Specifications, and Addenda 22 The following new paragraph is inserted before the second to last paragraph: 23 24 Whenever reference is made in these Specifications or the Special Provisions to codes, 25 rules, specifications, and standards, the reference shall be construed to mean the code, 26 rule, specification, or standard that is in Effect on the Bid advertisement date, unless 27 otherwise stated or as required by law. 28 29 1-04.3 Reference Information 30 This section is supplemented with the followi i g new sentence: 31 32 If a document that is provided as reference information contains material also, included 33 as a part of the Contract, that portion of the document shall be considered a part of the 34 Contract and not as Reference Information. 35 36 1-06.AP1 37 Section 1-06, Control of Material 38 January 4, 2016 39 This section is supplemented with the followiriig new section and subsections: 40 41 1-06.6 Recycled.Materials 42 The Contractor shall make their- best effort to utilize recycled materials in the 43 construction of the project; the use of recycled concrete aggregate as specified in 44 Section 1-06.6(1)A is a requirement of thIe Contract. 45 46 The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working 47 Drawing within 30 calendar days after the Contract is executed. The plan shall provide I I i AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 �1. 1 the Contractor's anticipated usage of recycled materials for meeting the requirements of 2 these Specifications. The quantity of recycled materials will be r provided in tons and as 3 a percentage of the Plan quantity for each material listed in Section 9-03.21(1)E Table 4 on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract 5 does not include Work that requires the use of a material that is included in the f 6 requirements for using materials the Contractor may state in their plan that no recycled 7 materials are proposed for use. 8 9 Prior to Physical Completion the Contractor shall report the quantity of recycled 10 materials that were utilized in the construction of the project for each of the items listed 11 in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete 12 aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. 13 utilization of on-site material and aggregates from concrete returned to the supplier). 14 The Contractor's report shall be provided on DOT Form 350-075 Recycled Materials 15 Reporting. 16 17 1-06.6(1) Recycling of Aggregate and Concrete Materials 18 19 1-06.6(1)A General 20 The minimum quantity of recycled concrete aggregate shall be 25 percent of the total 21 quantity of aggregate that is incorporated into the Contract for those items listed in 22 Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled 23 Material that allow the use of recycled concrete aggregate. The percentage of recycled 24 material incorporated into the project for meeting the required percentage will be 25 calculated in tons based on the quantity of recycled concrete used on the entire 26 Contract and not as individual items. 27 28 If the Contractor's total cost for Work with recycled concrete aggregate is greater than 29 without the Contractor may choose to not use recycled concrete aggregate. When the 30 Contractor does not meet the minimum requirement of 25 percent recycled concrete 31 aggregate for the Contract due to costs or any other reason the following shall be 32 submitted: 33 34 1. A cost estimate for each material listed in Section 9-03.21(1)E that is utilized 35 on the Contract. The cost estimate shall include the following: 36 37 a. The estimated costs for the Work for each material with 25 percent 38 recycled concrete aggregate. The cost estimate shall include for each 39 material a copy of the price quote from the supplier with the lowest total 40 cost for the Work. 41 42 b. The estimated costs for the Work for each material without recycled 43 concrete aggregate. 44 45 The Contractor's cost estimates shall be submitted as an attachment to the Recycled 46 Materials Reporting form. 47 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 �1. 1-07.AP1 2 Section 1-07, Legal Relations and Responsibilities to the Public 3 January 3, 2017 4 1-07.1 Laws to be Observed 5 In the second to last sentence of the third paragraph, 'WSDOT" is revised to read 6 "Contracting Agency". 7 8 1-07.2(2) State Sales Tax: WAC 458-20 ;170 — Retail Sales Tax 9 The last three sentences of the first paragraph are deleted and replaced with the following 10 new sentence: 11 12 The Contractor (Prime or Subcontractor) shall include sales or use tax on the purchase 13 or rental of tools, machinery, equipment, or consumable supplies not integrated into the 14 project, in the unit bid prices. 15 16 1-07.3(1) Forest Fire Prevention 17 This section is supplemented with the following new subsections: 18 1 19 1-07.3(1)A Fire Prevention Control and Countermeasures Plan 20 The Contractor shall prepare and implement a project -specific fire prevention, control, 21 and countermeasures plan (FPL(; Plan) fior the duration of the project. The Contractor 22 shall submit a Type 2 Working Drawing no later than the date of the preconstruction 23 conference. 24 25 1-07.3(1)A1 FPCC Plan Implementation Requirements 26 The Contractor's FPCC Plan shall be fully implemented at all times. The 27 Contractor shall update the FPCC Plan throughout project construction so that the 28 plan reflects actual site conditions and practices. The Contractor shall update the 29 FPCC Plan at least annually and maintain a copy of the updated FPCC Phan that is 30 available for inspection on the project site. Revisions to the FPCC Plan and the 31 Industrial Fire Precaution Level (IFPL�.) shall be discussed at the weekly project 32 safety meetings. 33 34 1-07.3(1)A2 FPCC Plan Element Requirements 35 The FPCC Plan shall include the foll(�)wing: 36 37 1. The names, titles, and contact information for the personnel responsible 38 for implementing and updating the plan. 39 40 2. The names and telephone numbers of the Federal, State, and local 41 agencies the Contractor shall notify in the event of a fire. 42 43 3. All potential fire causing activities such as welding, cutting of metal, 44 blasting, fueling operations,: etc. 45 46 4. The location of fire extinguishers, water, shovels, and other firefighting 47 equipment. 48 49 5. The response procedures the Contractor shall follow in the event of a fire. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 Most of Washington State is covered under the IFPL system which, by law, is 2 managed by the Department of Natural Resources (DNR). It is the Contractor's 3 responsibility to.,bejamiliar with the.DNR requirements and to verify whether or not 4 IFPL applies to the specific project. 5 6 If the Contractor wishes to continue a work activity that is prohibited under an 7 industrial fire precaution level, the Contractor shall obtain a waiver from the DNR 8 9 and provide a copy to the Engineer prior to continuation of work on the project. 10 If the IFPL requirements prohibit the Contractor from performing Work the 11 Contractor may be eligible for an unworkable day in accordance with Section 1- 12 08.5. 13 14 The Contractor shall comply with the requirements of these provisions at no 15 additional cost to the Contracting Agency. 16 17 1-07.8 High -Visibility Apparel 18 The last paragraph is revised to read: 19 20 High -visibility garments shall be labeled as, and in a condition compliant with the 21 22 ANSI/ISEA 107 (2004 or later version) and shall be used in accordance with manufacturer recommendations. 23 24 1-07.8(1) Traffic Control Personnel 25 In this section, references to "ANSI/ISEA 107-2004" are revised to read "ANSI/ISEA 107". 26 27 1-07.8(2) Non -Traffic Control Personnel 28 In this section, the reference to "ANSI/ISEA 107-2004" is revised to read "ANSI/ISEA 107". 29 30 1-07.9(2) Posting Notices 31 Items 1 and 2 are revised to read: 32 33 1. EEOC - P/E-1 (revised 11/09, supplemented 09/15) — Equal Employment 34 35 Opportunity IS THE LAW published by US Department of Labor. Post for projects with federal -aid funding. 36 37 2. FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal 38 Highway Administration (FHWA). Post for projects with federal -aid funding. 39 40 Items 5, 6 and 7 are revised to read: 41 42 5. WHD 1420 (revised 02/13)—' Employee Rights and Responsibilities Under The 43 Family And Medical Leave Act published by US Department of Labor. Post on all 44 projects. 45 46 6. WHD 1462 (revised 01/16) — Employee Polygraph Protection Act published by 47 US Department of Labor. Post on all projects. 48 49 7. F416-081-909 (revised 09/15) — Job Safety and Health Law published by 50 Washington State Department of Labor and Industries. Post on all projects. 51 52 Items 9 and 10 are revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 2 9. F700-074-909 (revised 06/1,3) — Your Rights as a Worker in Washington State 3 by Washington State Department of I, abor and Industries (L&I). Post on all projects. 4 5 10. EMS 9874 (revised 10/15) — Unemployment Benefits published by Washington 6 State Employment Security'Department. Post on all projects. 7 8 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 9 The second sentence of the first paragraph is deleted. 10 11 The first sentence of the second paragraph is revised to read: 12 13 The SPCC Plan shall address all fuels, petroleum products, hazardous materials, and 14 other materials defined in Chapter 447 of the WSDcOT Environmental Manual M 31-11. 15 16 Item number four of the fourth paragraph (up until the colon) is revised to read: 17 18 4. Potential Spill Sources — Describe each of the following for all potentially 19 hazardous materials brought or generated on-site, including but not limited to 20 materials used for equipment operation, refueling, maintenance, or cleaning: 21 22 The first sentence of item 7e of the fourth paragraph is revised to read: 23 24 BMP methods and locations where they are used to prevent discharges to ground or 25 water during mixing and transfer of hazar('lous materials and fuel. 26 27 The last paragraph is deleted. 28 29 1-08.AP1 30 Section 1-08, Prosecution and Progress 31 January 3, 2017 32 1-08.1 Subcontracting 33 The second sentence of the second to last paragraph is revised to read: 34 35 Whenever the Contractor withholds payment to a Subcontractor for any reason 36 including disputed amounts, the Contractor shall provide notice within 10 calendar days 37 to the Subcontractor with a copy, to the Contracting Agency identifying the reason for the 38 withholding and a clear description of wheit the Subcontractor must do to have the 39 withholding released. 40 41 The fourth sentence of the second t6last paragraph is revised to read: 42 43 The Monthly Payment Summary shall include all Subcontractors that performed work 44 that was paid on the progress estimate by the Contracting Agency. 45 46 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage 47 Withheld 48 In item number 5 of the first paragraph, "WSDOT is revised to read "Contracting Agency". 49 50 The last sentence in item number 11 of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 The Contractor may also require any documentation from the Subcontractor that is 3 required by the subcontract or by the Contract between the Contractor and Contracting 4 Agency or by law such `4§ affidavits of wages paid, and material acceptance 5 certifications to the extent that they relate to the Subcontractor's Work. 6 7 Item number 12 of the first paragraph is revised to read: 8 9 12. If the Contractor fails to comply with the requirements of the Specification and the 10 Subcontractor's retainage or retainage bond is wrongfully withheld, the Contractor 11 will be subject to the actions described in No. 7 listed above. The Subcontractor 12 may also seek recovery against the Contractor under applicable prompt pay 13 statutes in addition to any other remedies provided for by the subcontract or by law. 14 15 1-08.5 Time for Completion 16 In item 2c of the last paragraph, "Quarterly Reports" is revised to read "Monthly Reports". 17 18 1-09.AP1 19 Section 1-09, Measurement and Payment 20 April 4, 2016 21 1-09.6 Force Account 22 23 The second sentence of item number 4 is revised to read: 24 A "specialized service" is a work operation that is not typically done by worker 25 classifications as defined by the Washington State Department of Labor and Industries 26 and by the Davis Bacon Act, and therefore bills, by invoice for work in road, bridge and 27 municipal construction. 28 29 1-10.AP1 30 Section 1-10, Temporary Traffic Control 31 January 3, 2017 32 1-10.1(2) Description 33 The first paragraph is revised to read: 34 35 The Contractor shall provide flaggers and all other personnel required for labor for traffic 36 control activities that are not otherwise specified as being furnished by the Contracting 37 Agency. 38 39 In the third paragraph, "Project Engineer" is revised to read "Engineer". 40 41 The following new paragraph is inserted after the third paragraph: 42 43 The Contractor shall keep lanes, on -ramps, and off -ramps, open to traffic at all times 44 except when Work requires closures. Ramps shall not be closed on consecutive 45 interchanges at the same time, unless approved by the Engineer. Lanes and ramps 46 shall be closed for the minimum time required to complete the Work.. When paving hot 47 mix asphalt the Contractor may apply water to the pavement to shorten the time 48 required before reopening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 1-10.3(2)C Lane Closure SetuplTakedown 3 The following new paragraph is inserted before the last paragraph: 4 5 Channelization devices shall not' be moved by traffic control personnel across an open 6 lane of traffic. If an existing setup or staging of traffic control devices require crossing 7 an open lane of traffic, the traffic control devices shall be taken down completely and 8 then set up in the new configuration. 9 10 2-03.AP2 11 Section 2-03, Roadway Excavation and .Embankment 12 August 1, 2016 13 2-03.3(7)C Contractor -Provided Disposal Site 14 The second paragraph is revised to read: 15 16 The Contractor shall acquire all permits and approvals required for the use of the 17 disposal sites before any waste is hauled roff the project. The Contractor shall submit a 18 Type 1 Working Drawing consisting of copies of the permits and approvals for any 19 disposal sites to be used. The cost of any such permits and approvals shall be included 20 in the Bid prices for other Work. 21 22 The third paragraph is deleted. 23 24 2-06.AP2 25 Section 2-06, Subgrade Preparation 26 January 3, 2017 27 . 2-06.3(2) Subgrade for Pavement 28 The second sentence in the first paragraph is revised to read: 29 30 The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of 31 maximum density as determined by the compaction control tests for granular materials 32 33 3-04.AP3 34 Section 3-04, Acceptance of Aggregate' 35 January 3, 2017 36 3-04.5 Payment 37 In Table 1, the Contingent Unit Price Per Toro value for the item HMA Aggregate is revised 38 to read "$15.00". 39 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 4-04.AP4 2 Section 4-04, Ballast and,Crush Surfacing 3 January 3, 2017 4 4-04.3(5) Shaping and Compaction 5 The first sentence is revised to read: 6 7 Immediately following spreading and final shaping, each layer of surfacing shall be r 8 compacted to at least 95 percent of maximum density determined by the requirements 9 10 of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is placed. 11 12 5-01.AP5 13 Section 5-01, Cement Concrete Pavement Rehabilitation 14 January 3, 2017 "portland "cement". 15 In this section, cement" is revised to read 16 17 5-01.2 Materials 18 In the first paragraph, the following item is inserted after the item "Joint Sealants": 19 20 Closed Cell Foam Backer Rod 9-04.2(3)A 21 22 5-01.3(1)A Concrete Mix Designs 23 24 This section, including title, is revised to read: 25 5-01.3(1)A Mix Designs 26 The Contractor shall use.either concrete patching materials or cement concrete for the 27 rehabilitation of cement concrete pavement. Concrete patching materials shall be used 28 for spall repair and dowel bar retrofitting and cement concrete shall be used for concrete 29 panel replacement. 30 ' 31 5-01.3(1)A1 Concrete Patching Materials 32 Item number 1 is revised to read: 33 . 34 1. Materials — The prepackaged concrete patching material and the aggregate 35 extender shall conform to Section 9-20. 36 37 5-01.3(1)A2 Portland Cement Concrete 38 This section, including title, is revised to read: 39 40 5-01.3(1)A2 Cement Concrete for Panel Replacement 41 Cement concrete for panel replacement shall meet the requirements of Sections 5- 42 05.3(1) and 5-05.3(2) and be air entrained with a design air content of 5.5 percent. 43 Cement concrete for panel replacement may use rapid hardening hydraulic cement 44 meeting the requirements of Section 9-01.2(2). Rapid hardening hydraulic cement will 45 be considered a cementitious material for the purpose of calculating the 46 47 water/cementitious materials ratio and the minimum cementitious materials requirement. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4.9 50 51 52 5-01.3(1)B Equipment This section's title is revised to read: Equipment for Panel Replacement 5-01.3(2)B Portland Cement Concrete This section's title is revised to read: Cement Concrete for Panel Repl This section is supplemented with the 5-01.3(2)B1 Conformance to Mix Desil Acceptance of cement concrete pavemer with Section 5-01.3(2)B. The cement, co, the tolerances of the mix design in accon 5-01.3(2)131 Rejection of Concrete This section is renumbered as follows: 5-01.3(2)B2 Rejection of Concrete new subsection: t for panel replacement shall be in accordance rse, and fine aggregate weights shall be within ance with Section 5-05.3(1). 5-01.3(4) Replace Portland Cement Concrete Panel This section's title is revised to read: Replace Cement Concrete Panel 5-01.3(8) Sealing Existing Transverse This section's title is revised to read: Sealing Existing Longitudinal and Tra The first paragraph is revised to read: d Longitudinal Joints Joint The Contractor shall clean and seal existing longitudinal and transverse joints where shown in the Plans or as marked by the Engineer. The first sentence of the second paragraph is revised to read: Old sealant and incompressible material the depth of the new reservoir with a dia shown in the Standard Plans. The fifth paragraph is revised to read: II be completely removed from the joint to d blade saw in accordance with the detail Immediately prior to sealing, the cracks shall be blown clean with dry oil -free compressed air. If shown in the Plans, a backer rod shall be placed at the base of the sawn reservoir. The joints shall be completely dry before the sealing installation may begin. Immediately following the air blowing and backer rod placement, if required, the sealant material shall be installed in conformance to manufacturer's recommendations and in accordance with Section 5-05.3(8)6. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17117 1 1 5-01.3(9) Portland Cement Concrete Pavement Grinding 2 This section's title is revised to read: 3 4 Cement Concrete Pavement Grinding 5 6 5-01.3(11) Concrete Slurry and Grinding Residue 7 The last sentence of the first paragraph is revised to read: 8 9 Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, 10 into any drainage structure, water of the state, or wetlands. 11 12 The following new sentence is inserted at the end of the second paragraph: 13 14 The Contractor shall submit copies of all disposal tickets to the Engineer within 5 15 calendar days. 16 17 5-01.4 Measurement 18 The fourth paragraph is revised to read: 19 20 Sealing existing longitudinal and transverse joint will be measured by the linear foot, 21 measured along the line of the completed joint. 22 23 5-01.5 'Payment 24 The Bid item "Sealing Transverse and Longitudinal Joints", per linear foot and the paragraph 25 following Bid item are revised to read: 26 27 "Sealing Existing Longitudinal and Transverse Joint", per linear foot. 28 29 The unit Contract price per linear foot for "Sealing Existing Longitudinal and Transverse 30 Joint", shall be full payment for all costs to complete the Work as specified, including 31 removing incompressible material, preparing and sealing existing transverse and 32 longitudinal joints where existing transverse and longitudinal joints are cleaned and for 33 all incidentals required to complete the Work as specified. 34 35 5-02.AP5 36 Section 5-02, Bituminous Surface Treatment 37 April 4, 2016 38 5-02.3(2) Preparation of Roadway Surface 39 This section is supplemented with the following new subsection: 40 41 5-02.3(2)E Crack Sealing 42 Where shown in the Plans, seal cracks and joints in the pavement in accordance with 43 Section 5-04.3(4)A1 and the following: 44 45 1. Cracks % inch to 1 inch in width - fill with hot poured sealant. 46 47 2. Cracks greater than 1 inch in width — fill with sand slurry. 48 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17117 1 5-04.AP5 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 5-04, Hot Mix Asphalt January 3, 2017 This section (and all subsections) is revised read: This Section 5-04 is written in a style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. 5-04.1 Description This Work consists of providing and plac asphalt (HMA) on a prepared foundation Specifications and the lines, grades, thic in the Plans. The manufacture of HMA m in accordance with these Specifications. g one or more layers of plant -mixed hot mix r base, in accordance with these iesses, and typical cross-sections shown t include warm mix asphalt (WMA) processes HMA shall be composed of asphalt bind&Iand mineral materials as required, and may include reclaimed asphalt pavement.(RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5-04.2 Materials Provide materials as specified in these Asphalt Binder Cationic Emulsified Asphalt Anti -Stripping Additive Warm Mix Asphalt Additive Aggregates Reclaimed Asphalt Pavement (RAP) Reclaimed Asphalt Shingles (RAS) Mineral Filler Recycled Material Joint Sealants Closed Cell Foam Backer Rod 5-04.2(1) How to Get an HMA Mix' Comply with each of the following: • Develop the mix design in • Develop a mix design that • Develop a mix design no evaluation. • Submit mix designs to the Tumwater, including WSD I� 9-02.1(4) 9-02.1(6) 9-02.4 9-02.5 9-03.8 9-03.8(3)B 9-03.8(3)B 9-03.8(5) 9-03.21 9-04.2 9-04.2(3)A ;ign on the QPL irdance with WSDOT SOP 732. plies with Sections 9-03.8(2) and 9-03.8(6). than 6 months prior to submitting it for QPL SDOT State Materials Laboratory in - Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS' BOOK Revised: 1117/17 U 18 Contractual Basis 1 Contracting Agency 20 Agency Approval of 3 HMA Mixture (see 4 Evaluation of the Mix 23 Placement on QPL 6 7 The Contracting Agency 8 WSDOT Standard 9 Statistical Evaluation 10 materials for compliance 11 12 13 and 9-03.8(6). 14 15 16 may elect to test the mix 17 for compliance with design materials, or U Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti -stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for 18 Contractual Basis 19 Contracting Agency 20 Agency Approval of 21 HMA Mixture (see 22 Evaluation of the Mix 23 Placement on QPL 24 25 The Contracting Agency 26 WSDOT Standard 27 Statistical Evaluation 28 materials for compliance 29 30 31 and 9-03.8(6). . 32 33 Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti -stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis Basis for Contracting Contracting Agency for Acceptance of Agency Approval of Materials Testing for HMA Mixture (see Mix Design for Evaluation of the Mix Section 5-04.3(9)) Placement on QPL Design The Contracting Agency WSDOT Standard will test the mix design Statistical Evaluation Practice QC -8 materials for compliance with Sections 9-03.8(2) and 9-03.8(6). The Contracting Agency Review of Form 350-042 may elect to test the mix for compliance with design materials, or Visual Evaluation Sections 9-03.8(2) and evaluate in accordance 9-03.8(6) with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Mix Designs Containing RAP and/or RAS Mix designs are classified by the RAP and/or RAS content as shown in Table 2. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Table 2 Mix Design Classification Based on RAP/RAS Content RAP/RAS Classification RAP/RAS Content' Low RAP/No RAS 0%:5 RAP% <_ 20% and RAS% _. 0% High RAP/Any RAS 20% < RAP% <_ Maximum Allowable RAP2 and/or 0% < RAS% <_ Maximum Allowable RAS2 'Percentages in this table are by total weight of HMA 2See Table 4 to determine the limits on the maximum amount RAP and/or RAS. 5-04.2(1)A1 Low TRAP/No RAS — Mix Design Submittals for Placement on QPL For Low RAP/No RAS mix designs, comply with the following additional requirements: 1. Develop the mix design with or without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. 3. Submit samples design. 4. Testing RAP or F approval for placi 5-04.2(1)A2 High RAP/, Placement on QPL For High RAP/Any RAS requirements: 1. For mix designs stockpile if any F Table 3. RAP if used in development of the mix stockpiles is not required for obtaining these mix designs on the QPL. RAS - Mix Design Submittals for designs, comply with the following additional any RAS, test the RAS stockpile (and RAP is in the mix design) in accordance with 2. For High RAP mix designs with no RAS, test the RAP stockpile in accordance with Table 3. 3. For mix designs with High RAP/Any RAS, construct a single stockpile for RAP and a single stockpile for RAS and isolate (sequester) these !stockpiles from further stockpiling before beginning development of the mix design. Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350- 042 as part of the Imix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 J 1 1 1 1 1 1 1 1 111, 1 in accordance with AASHTO PP 78. Do not add to these 2 stockpiles after starting the mix design process. 3 Table 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4 Test Frequency of RAP/RAS During RAP/RAS Stockpile Construction For Approving a High RAP/Any RAS Mix Desi n for Placement on the QPL Test Frequency' Test for Test Method • 1 /1000 tons of 20%2 RAP (minimum Asphalt Binder FOP for AASHTO of 10 per mix Content and Sieve T 308 design) and Analysis of Fine and • 1/100 tons of and Coarse FOP for WAQTC T RAS (minimum Aggregate 27/T 11 of 10 per mix desi n '"tons", in this table, refers to tons of the reclaimed material before being incorporated into HMA. Limit the amount of RAP and/or RAS used in a High RAP/Any RAS mix design by the amount of binder contributed by the RAP and/or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and/or RAS in HMA Mixture Maximum Amount of Binder Contributed from: RAP RAS 40%' minus contribution of binder from RAS 20%2 Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture. 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6. Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and/or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade solvent. b. Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 c. Test the recovered asphalt residue in accordance with AASHTO R 29 to determine the asphalt binder grade in accordance with Section 9-02.1(4). d. After determining the recovered asphalt binder grade, determine the percent of recycling agent and/or grade of new asphalt binder in accordance with ASTM D 4887. e. Test the final blend of recycling agent, binder recovered from the RAP and RAS, and new asphalt binder in accordance with AASHTO R 29. The final blended binder shall meet but not exceed the performance grade of asphalt binder required by the Contract and comply with the requirements of Section 9-02.1(4). 7. Include the following test data with the mix design submittal: a. All test data b. All data from binder. 8. Include re~presen design submittal: a. RAP and R/ RAP and RAS stockpile construction. ng the recovered and blended asphalt samples of the following with the mix b. 150 grams oflrecovered asphalt residue from the RAP and RAS that are to be used in the HMA production. 5-04.2(1)B Commercial HMA Mix Design Submittal for Placement on QPL For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5-04.2(1) identify the following in the submittal: 1. Commercial HMA 2. Class of HMA 3. Performance grade of 4. Equivalent Single Axlej Load (ESAL) The Contracting Agency may elect to approve Commercial HMA mix designs without evaluation. 1 5-04.2(1)C Mix Design Resubmittal for QPL Approval Develop a new mix design and resubmit for approval on the QPL when any of the following changes occur. When these occur, discontinue using the mix design until after it is reapproved on the QPL. 1. Change in the source of crude petroleum used in the asphalt binder. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 2 2. Changes in the asphalt binder refining process. 3 4 3. Changes in additives or modifiers in the asphalt binder. 5 6 4. Changes in the anti -strip additive, brand, type or quantity. 7 8 9 5. Changes to the source of material for aggregate. 10 6. Changes to the job mix formula that exceed the amounts as 11 described in item 2 of Section 9-03.8(7), unless otherwise approved 1.2 by the Engineer. 13 14 7. Changes in the percentage of material from a stockpile, when such 15 changes exceed 5% of the total aggregate weight. 16 17 a. For Low RAP/No RAS mix designs developed without RAP, 18 19 changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight not including the 20 weight of RAP. 21 22 b. For Low RAP/No RAS mix designs developed with RAP, 23 changes to the percentage of material from a stockpile will be 24 calculated based on the total aggregate weight including the 25 weight of RAP. 26 27 c. For High RAP/Any RAS mix.designs, changes in the percentage 28 of material from a stockpile will be based on total aggregate 29 weight including the weight of RAP (and/or RAS when included 30 in the mixture). 31 32 Prior to making any change in the amount of RAS in an approved mix design, 33 notify the Engineer for determination of whether a new mix design is required, 34 and obtain the Engineer's approval prior to implementing such changes. 35 36 5-04.2(2) Mix Design — Obtaining Project Approval 37 Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT 38 Form 350-041 to the Engineer to request approval to use a mix design from the 39 QPL. Changes to the job mix formula (JMF) that have been approved on other 40 contracts may be included. The Engineer may reject a request to use a mix design 41 42 if production of HMA using that mix design on any contract is not in compliance with Section 5-04.3(11)D, E, F, and G for mixture or compaction. 43 44 5-04.2(2)A Changes to the Job Mix Formula 45 The approved mix design obtained from the QPL will be considered the 46 starting job mix formula (JMF) and shall be used as the initial basis for 47 acceptance of HMA mixture, as detailed in Section 5-04.3(9). 48 49 During production the Contractor may request to adjust the JMF. Any 50 adjustments to the JMF will require approval of the Engineer and shall be 51 made in accordance with item 2 of Section 9-03.8(7). After approval by the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Engineer, such adjusted JMF's HMA mixture. 5-04.2(2)B Using Warm Mix The Contractor may, at the Cc asphalt (WMA) processes for 1 organic additives, chemical ad subject to the following: Do not use WMA p mixtures. Before using WMA WSDOT Form 350. hall constitute the basis for acceptance of the phalt Processes actor's discretion, elect to use warm mix educing HMA. WMA processes include ives, and foaming. The use of WMA is in the production of High RAP/Any RAS esses, obtain the Engineer's approval using to describe the proposed WMA process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1 st through March 31 st of the following year, without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness Feet Wel ring Course Other Courses Less than 0.10 55°F 45°F 0.10 to 0.20 45°F 35°F More than 0.20 35°F 35°F 5-04.3(2) Paving Under Traffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the' Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. During paving operations, maintain temporary pavement markings throughout the project. Install temporary pavement markings on the Roadway prior to opening to traffic. Temporary pavement markings shall comply with Section 8-23. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Equip mixing plants as follows. 1. Use tanks for sto Heat the conte) the contents or AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1/17/17 and preparation of asphalt binder which by means that do not allow flame to contact , tank, such as by steam or electricity. :00' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 • Heat and hold contents at the required temperatures. • Continuously circulate .contents to provide uniform temperature and consistency during the operating period. • Provide an asphalt binder sampling valve, in either the storage tank or the supply line to the mixer. 2. Provide thermometric equipment: • In the asphalt binder feed line near the charging valve at the mixer unit, capable of detecting temperature ranges expected in the HMA and in a location convenient and safe for access by Inspectors. • At the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates, and situated in full view of the plant operator. 3. When heating asphalt binder: • Do not exceed the maximum temperature of the asphalt binder recommended by the asphalt binder supplier. • Avoid local variations in heating. • Provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. 4. Provide a mechanical sampler for sampling mineral materials that: • Meets the crushing or screening requirements of Section 1-05.6. 5. Provide HMA sampling equipment that complies with WSDOT SOP T-168. • Use a mechanical sampling device installed between the discharge of the silo and the truck transport, approved by the Engineer, or • Platforms or devices to enable sampling from the truck transport without entering the truck transport for sampling HMA. 6. Provide for setup and operation of the Contracting Agency's field testing: • As required in Section 3-01.2(2). 7. Provide screens or a lump breaker: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44_ 45 46 47 48 49 50 51 52 1 When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer. I 5-04.3(3)6 Hauling Equipmerr Provide HMA hauling equipment cover of canvas or other suitable from adverse weather. Securely the weather conditions during th precipitation or an air temperatu Prevent HMA from adhering to an environmentally benign rele filling hauling equipment with F coating material that contamirn hopper trucks, operate the con agent. with tight, clean, smooth metal beds and a material of sufficient size to protect the HMA attach the cover to protect the HMA whenever work shift include, or are forecast to include, less than 45°F. hauling equipment. Spray metal beds with agent. Drain excess release agent prior to k. Do not use petroleum derivatives or other or alter the characteristics of the HMA. For er during the process of applying the release 5-04.3(3)C Pavers Use self-contained, power -propelled pavers provided with an internally heated vibratory screed that is capable of spreading and finishing courses of HMA in lane widths required by the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and any equipment that has been retrofitted to the paver. Operate the`screed in accordance with the manufacturer's recommendations and in a manner to produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Provide a copy of the manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed. Equip the paver with automatic sides of the paver. The controls outside reference line, sensing t providing automatic signals that grade and transverse slope. Coi reference line or a mat reference shall be capable of maintaining minus 0.1 percent. ;reed controls and sensors for either or both hall be capable of sensing grade from an e transverse slope of the screed, and ►perate the screed to maintain the desired struct the sensor so it will operate from a g device. The transverse slope controller ie screed at the desired slope within plus or Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the: screed is permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channel izations. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 2 When specified in the Contract, provide reference lines for vertical control. 3 Place reference lines on both outer edges of the Traveled Way of each 4 Roadway. Horizontal control utilizing the reference line is permitted. 5 Automatically control the grade and slope of intermediate lanes by means of 6 reference lines or a mat referencing device and a slope control device. When 7 the finish of the grade prepared for paving is superior to the established 8 9 tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without 10 the use of the reference line, a mat referencing device may be substituted for 11 the reference line. Substitution of the device will be subject to the continued 12 approval of the Engineer. A joint matcher may be used subject to the approval 13 of the Engineer. The reference line may be removed after completion of the 14 first course of HMA when approved by the Engineer. Whenever the Engineer 15 determines that any of these methods are failing to provide the necessary 16 vertical control, the reference lines will be reinstalled by the Contractor. 17 18 Furnish and install all pins, brackets, tensioning devices, wire, and accessories 19 necessary for satisfactory operation of the automatic control equipment. 20 21 22 If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. 23 24 5-O4.3(3)D Material Transfer Device or Material Transfer Vehicle 1 25 Use a material transfer device (MTD) or material transfer vehicle (MTV) to 26 deliver the HMA from the hauling equipment to the paving machine for any lift 27 in (or partially in) the top 0.30 feet of the pavement section used in traffic 28 lanes. However, an MTD/V is not required for HMA placed in irregularly 29 shaped and minor areas such as tapers and turn lanes, or for HMA mixture 30 that is accepted by Visual Evaluation. At the Contractor's request the Engineer 31 32 may approve paving without an MTD/V; the Engineer will determine if an equitable adjustment in cost or time is due. If a windrow elevator is used, the 33 Engineer may limit the length of the windrow in urban areas or through 34 intersections. . 35 36 To be approved for use, an MTV: 37 38 1. Shall be a self-propelled vehicle, separate from the hauling vehicle or 39 paver. 40 41 2. Shall not connected to the hauling vehicle or paver. 42 43 3. May accept HMA directly from the haul vehicle or pick up HMA from a 44 windrow. 45 46 4. Shall mix the HMA after delivery by the hauling equipment and prior 47 to placement into the paving machine. 48 49 5. Shall mix the HMA sufficiently to obtain a uniform temperature 50 throughout the mixture. 51 52 To be approved for use, an MTD: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 2 1. Shall be positively connected to the paver. 3 4 2. May accept HMA directly from the haul vehicle or pick up HMA from a 5 windrow. 6 7 3. Shall mix the HMA after delivery by the hauling equipment and prior 8 to placement into the paving machine. 9 10 4. Shall mix the HMA sufficiently to obtain a uniform temperature 11 throughout the mixture. 12 13 5-04.3(3)E Rollers 14 Operate rollers in accordance with the manufacturer's recommendations. 15 When requested by the Engineer, provide a Type 1 Working Drawing of the 16 manufacturer's recommendation for the use of any roller planned for use on 17 the project. Do not use rollers that crush aggregate, produce pickup or 18 washboard, unevenly compact the surface, displace the mix, or produce other 19 undesirable results. 20 21 5-04.3(4) Preparation of Existing Paved Surfaces 22 Before constructing HMA on an existing paved surface, the entire surface of the 23 pavement shall be clean. Entirely remove all fatty asphalt patches, grease 24 drippings, and other deleterious substances from the existing pavement to the 25 satisfaction of the Engineer. Thoroughly clean all pavements or bituminous 26 surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly 27 remove any cleaning or solvent type liquids used to clean equipment spilled on the 28 pavement before paving proceeds. Fill all holes and small depressions with an 29 appropriate class of HMA. Level and thoroughly compact the surface of the patched 30 area. 31 32 Apply a uniform coat of asphalt (tack coat) to all. paved surfaces on which any 33 course of HMA is to be placed or abutted. Apply tack coat to cover the cleaned 34 existing pavement with a thin film of residual asphalt free of streaks and bare spots. 35 Apply a heavy application of tack coat to all joints. For Roadways open to traffic, 36 limit the application of tack coat to surfaces that will be paved during the same 37 working shift. Equip the spreading equipment with a thermometer to indicate the 38 temperature of the tack coat material. 39 40 Do not operate equipment on tacked surfaces until the tack has broken and cured. 41 Repair tack coat damaged by the Contractor's operation, prior to placement of the 42 HMA. 43 44 Unless otherwise approved by the Engineer, use cationic emulsified asphalt CSS -1, 45 CSS -1 h, STE-1, or Performance Graded (PG) asphalt for tack coat. The CSS -1 46 and CSS -1 h may be diluted with water at a rate not to exceed one part water to one 47 part emulsified asphalt. Do not allow the tack coat material to exceed the maximum 48 temperature recommended by the asphalt supplier. 49 50 When shown in the Plans, prelevel uneven or broken surfaces over which HMA is 51 to be placed by using an asphalt paver, a motor patrol grader, or by hand raking, as 52 approved by the Engineer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 1 1111 1 1 1 1 1 1 11 11 � N 1 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS -1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack. Strike off the sand slung flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: Cracks % inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide. Comply with Section 8-02.3(3)6. Complete paving within 48 hours of applying the herbicide. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before ruse, obtain the Engineer's approval of the herbicide and the proposed rate of application. Include the following information in the request for approval of the material: Brand Name of the M 2. Manufacturer, 3. Environmental Protection Agency (EPA) Registration Number, 4. Material Safety Data Sheet, and 5. Proposed Rate of Application. 5-04.3(4)C Pavement Repair Excavate pavement repair areas and backfill these with HMA in accordance with the details shown in the Plans and as staked. Conduct the excavation operations in a manner that will protect the pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting Agency. Excavate only within one lane at a time unless approved otherwise by the Engineer. Do i of excavate more area than can be completely backfilled and compacted during the same shift. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement area to be removed unless the pavement in the pavement repair area is to be removed by a pavement grinder. Excavated materials shall be the property of the Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5-04.3(4). Place the HMA backfill in lifts not to exceed 0.35 -foot compacted depth Thoroughly compact each lift by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates, RAP, & RAS Produce aggregate in compliance with Section 3-01. Comply with Section 3-02 for preparing stockpile sites, stockpiling, and removing from stockpile each of the following: aggregates, RAP, and RAS. Provide sufficient storage space for each size of aggregate, RAP and RAS. Fine aggregate or RAP may be uniformly blended with the RADS as a method of preventing the agglomeration of RAS particles. Remove thel aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal segregation when being moved to the HMA plant AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 Ij I11 1 1 �I 1 F� t 1 L� 1 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 for processing into the final mixture. Keep different aggregate sizes separated until they have been delivered to the HMA plant. 5-04.3(5)A Stockpiling RAP or RAS for High RAP/Any RAS Mixes Do not place any RAP or RAS into a stockpile which has been sequestered for a High RAP/Any RAS mix design. Do not incorporate any RAP or RAS into a High RAP/Any RAS mixture from any source other than the stockpile which was sequestered for approval of that particular High RAP/Any RAS mix design. RAP that is used in a Low RAP/No RAS mix is not required to come from a sequestered stockpile. 5-04.3(6) Mixing The asphalt supplier shall introduce anti -stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. Anti -strip is not required for temporary work that will be removed prior to Physical Completion. Use asphalt binder of the grade, and from the supplier, in the approved mix design. Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and other foreign material. Discontinue use of the reclaimed material if the Engineer, in their sole discretion, determines the wire, nails, or other foreign material to be excessive. Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, RAS, new asphalt binder and recycling agent have been introduced into the mixer, mix the HMA until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, RAP and RAS is ensured. Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the approved Mix Design Report by more than 25°F, or as approved by the Engineer. When a WMA additive is included in the manufacture of HMA, do not heat the WMA additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, reduce the moisture content. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 During the daily operation, HMA facilities. Do not incorporate HM than 24 hours after mixing. Prov on the storage facility that indica the HMA in storage when the to of the storage facility, except as of the wonting shift. Dispose of r Contracting Agency. may be temporarily held in approved storage % into the Work that has been held for more de an easily readable, low bin -level indicator res the amount of material in storage. Waste level of HMA drops below the top of the cone the storage facility is being emptied at the end ejected or waste HMA at no expense to the 5-04.3(7) Spreading and Finishing Do not exceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer: Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0.35 feet 0.35 feet 3/a and'/2 inch 0.30 feet 0.35 feet % inch 0.15 feet 0.15 feet Use HMA pavers complying with Section 5-04.3(3) to distribute the mix. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finis i ing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is be produced for each JMF with sel Do not intermingle HMA produc placed during a work shift shall class of HMA specified unless tl JMF. 5-04.3(8) Aggregate Accepta Sample aggregate for meeting incorporated into HMA. (The ac acceptance analysis will not be generated for the Section 5-04. acceptance samples shall be to acceptance testing will be perfc contributed from RAP and/or R g utilized to produce HMA, place the material rate spreading and compacting equipment. I from more than one JMF. Each strip of HMA inform to a single JMF established for the ire is a need to make an adjustment in the :e Prior to Incorporation in HMA a requirements of Section 3-04 prior to being ,ptance data generated for the Section 3-04 )mmingled with the acceptance data 9) acceptance analysis.) Aggregate m as described in Section 3-04. Aggregate ied by the Contracting Agency. Aggregate > will not be evaluated under Section 3-04. For aggregate that will be used in HMA mixture which will be accepted by Statistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2. Testing for the ma content, and sand AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1/17/17 Is properties of fracture, uncompacted void valent; I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 3. Evaluation by the Contracting Agency in accordance with Section 3- 04, including price adjustments as described therein. For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5-04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of three methods as determined from the criteria in Table 7. Table 7 Basis of Acceptance for HMA Mixture Visual Evaluation Statistical Evaluation • Commercial HMA • All HMA placed at any mixture other location than that • Any HMA placed in: accepted by o sidewalks Visual o road approaches Evaluation Criteria o ditches for o slopes Selecting o paths the o trails Evaluation o gores Method o prelevel o temporary pavement' o pavement repair • Other nonstructural applications of HMA as approved by the Engineer ' Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 for the test section requirements. If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9. Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections For HMA Mixture Accepted by Statistical Evaluation High RAP/Any RAS Low RAP/No High RAP/Any RAS Low RAP/No RAS Is Mixture Test RAS At Contractor's Section Optional or Mandatory? � Mandatory' Option Waiting period after None paving the tesit 4 calendar days' 4 calendar days' section. Minimum PF; of 0.95 Meet "Results Provide samples What Must Happen Required to Stop and respond to to Stop Performing Performing Test WSDOT test Test Sections? Sections" in Table 9 results required by Minimum PF; of 0.95 for High RAP/Any Table 9 for Low based on the criteria RAS. RAP/No RAS. 'If a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the same plant, using the same JMF) the test section may be waived if approved by the Engineer. 'This is to providg time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results. Paving may resume when this is done. Table 9 Results Required to Stop Performing HMA Mixture Test Sections' (For HMA Mixture Accepted by Statistical Evaluation) Tvpe of HMA Test Property High RAP/Any RAS Low RAP/No RAS Minimum PF; of 0.95 Gradation based on the criteria None - in Section 5- 04.3(9)B4 2 04.3 9 B4' Minimum PF; of 0.95 Asphalt Binder based on the -criteria None - in Section 5- 04.3(9)B4 2 04.3 9 B4' Minimum PF; of 0.95 Va based on the criteria None - in Section 5- 04.3 9 B4' 04.3(9)B4 2 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 1 1 1 1 1 2 3 4 5 6 8 Hamburg Wheel Meet requirements These tests will Track of Section 9- not be done as Indirect Tensile 3 03'8(2)' part of Test Strength RAS Section. Aggregates Nonstatistical Asphalt Binder Sand Equivalent Evaluation in Va Uncompacted Void accordance with the None Content requirements of Track pass/Fail for the Section 3-043 Indirect Tensile Fracture N/A Strength 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation (see Table 9a). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. 3Take one sample for each test section lot. Test the sample for the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5-04.3(11)F before resuming paving. 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section The Engineer will evaluate the HMA mixture in each test section for rejection, acceptance, and price adjustments based on the criteria in Table 9a using the data generated from the testing required by Table 9. Each test section shall be considered a separate lot. Table 9a Acceptance Criteria for HMA Mixture Placed in a Test Section (For HMA Mixture Accepted by Statistical Evaluation) Type of HMA Test Property High RAP/Any RAS Low RAP/No RAS Gradation Asphalt Binder Statistical Evaluation Statistical Va Evaluation Hamburg Wheel Track pass/Fail for the Indirect Tensile requirements of N/A Strength Section 9-03.8(2)' HMA Aggregate Sand Equivalent Nonstatistical Nonstatistical Uncompacted Void Evaluation in Evaluation in Content accordance with the accordance with AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 .34 'Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04.3(11). 5-04.3(9)B Mixture Acci 5-04.3(9)B1 MixturE HMA mixture which i� evaluated by the Cor mixture lots, and eac random sampling by mixture lot into mixtu the same mix design order in which the mi Each mixture lot Stance — Statistical Evaluation Statistical Evaluation — Lots and Sublots accepted by Statistical Evaluation will be racting Agency dividing that HMA tonnage into mixture lot will be evaluated using stratified ie Contracting Agency sub -dividing each s sublots. All mixture in a mixture lot shall be of The mixture sublots will be numbered in the ture (of a particular mix design) is paved. a maximum of 15 mixture sublots, except: The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. A mixture lot for a test section will consist of three sublots. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture�sublot quantity calculated. Table 10 Maximum HMA Mixture Sublot Size For HMb Accepted b Statistical Evaluation requirements of the requirements 1 < 20,000 Section 3-04 of Section 3-04 'Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04.3(11). 5-04.3(9)B Mixture Acci 5-04.3(9)B1 MixturE HMA mixture which i� evaluated by the Cor mixture lots, and eac random sampling by mixture lot into mixtu the same mix design order in which the mi Each mixture lot Stance — Statistical Evaluation Statistical Evaluation — Lots and Sublots accepted by Statistical Evaluation will be racting Agency dividing that HMA tonnage into mixture lot will be evaluated using stratified ie Contracting Agency sub -dividing each s sublots. All mixture in a mixture lot shall be of The mixture sublots will be numbered in the ture (of a particular mix design) is paved. a maximum of 15 mixture sublots, except: The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. A mixture lot for a test section will consist of three sublots. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture�sublot quantity calculated. Table 10 Maximum HMA Mixture Sublot Size For HMb Accepted b Statistical Evaluation HMA Original Plan Quantity tonsy Maximum Sublot Size (tons)' < 20,000 1,000 20,000 to 30,000 1,500 >30,000 2,000 ' "Plan quantity" means the plan quantity of all HMA of the same class and binder grade which is accepted by Statistical Evaluation. 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. For a mixture lot in progress with a mixture CPF less than 0.75, a new mixture lot will begin at the Contractor's request after the Engiheer is satisfied that material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. If, before completing a mixture lot, the Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JIVIF, and the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS Revised: 1/17/17 BOOK n � J 1 3 4 B6 15 16 17 7 a 19 V. 9 Engineer 10 731 11 a 12 Engineer 13 AASHTO T 308 14 15 16 17 1 1 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5-04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1-06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5-04.3(9)B3 Mixture Statistical Evaluation —Acceptance Testing Comply with Section 1-06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot 18 a 19 V. 20 Engineer 21 731 22 Asphalt Binder Content 23 Engineer 24 1 1 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5-04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1-06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5-04.3(9)B3 Mixture Statistical Evaluation —Acceptance Testing Comply with Section 1-06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot Test Procedure Performed b V. WSDOT SOP Engineer 731 Asphalt Binder Content FOP for Engineer AASHTO T 308 Gradation: Percent Passing FOP for Engineer 1'/2" 1" 3/4", '/z ", %", No. 4, WAQTC No. 8, No. 200 T 27/T 11 The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5-04.3(9)A) shall also be used as the test results for acceptance of the mixture described in 5-04.3(9)B3, 5-04.3(9)B4, 5-04.3(9)B5, and 5-04.3(9)B6. 5-04.3(9)B4 Mixture Statistical Evaluation — Pay Factors Comply with Section 1-06.2(2). The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1-06.2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9-03.8(7). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 6 7 8 10 11 12 13 14 15 1.6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)B5 Mixturi Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section, 1-06.2(2). In accordance with Section 1-06.2(2)D4, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5-04.3(9)B4, using the price adjustment factors in Table 12. Unless otherwise specified, the maximum CPF for HMA mixture shall be 1.05. Table 12 HMAI Mixture Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1'/2', 1" 3/d' 'h" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) 20 5-04.3(9)B6 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0.60 x (CPF — 1.00)] x Q x UP Where I JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) CPF = Compo IIsite Pay factor for a given lot of mixture (maximum is 1.05) Q = QuantitIy in a given lot of mixture (tons) UP = Unit price of the HMA in a given lot of mixture ($/ton) 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested. To request a retest, submit a written request to the Contracting Agency within 7 calendar days /after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or, the State Materials Laboratory as determined by the Engineer. The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place �I �I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 of the original mixture sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 5-04.3(9)C Vacant 5-04.3(9)D Mixture Acceptance —Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture. 5-04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5-04.3(9)B3. If all constituents from that test fall within the. Job Mix Formula Tolerances (for Visual Evaluation) in Section 9-03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5- 04.3(9)B3, and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 13. Table 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors' Section 5-04.3(9)B4 Composite Pay Factors2 Section 5-04.3(9)B5 Price Adjustments Section 5-04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9-03.8(7) will be used in the calculation of the PF;. 'The maximum CPF shall be 1.00. 5-04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website. The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 (SAM) within 2.4 hours ofII the sample being made available to the Contracting Agency. HoJvever, the Contractor agrees: 1. Quality control, defined as the system used by the Contractor to monitor, assess, and adjust its production processes to ensure that the final HMA mixture will meet the specified level of quality, is the sole responsibility of the Contractor. 2. The Contractor has no right to rely on any testing performed by the Contracting Agency, nor does the Contractor have any right to rely on timely) notification by the Contracting Agency of the Contracting Agency's test results (or statistical analysis thereof), for any part of quality control and/or for making changes or correction to any aspect of the HMA mixture. 3. The Contractor I hall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analvsis. 5-04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5-O4.3(.1O)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 14: 1 Table 14 Criteria for Determining Method of Evaluation for HMA Compaction' Statistical Evaluation Visual Evaluation of Test Point Evaluation of HMA of HMA Compaction is HMA Compaction is Compaction is Required For: Required For: Required For: • Any HMA for which "HMA for Any HMA not the specified course I Preleveling..." meeting the thickness is greater • "HMA for criteria for than 0.10 feet, and Pavement Statistical the HMA is in: Repair..." Evaluation or o traffic lanes, Visual Evaluation including but not limited to: • ramp lanes • truck climbing lanes • weaving lanes • speed change lanes 'This table applies to all HM the acceptance method for ,, and shall be the sole basis for determining :ompaction. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONSI BOOK Revised: 1/17/17 1 The Contracting Agency may, at its sole discretion, evaluate any HMA for 2 compliance with the Cyclic Density requirements of Section 5-04.3(10)6. 3 4 5-04.3(10)A HMA Compaction —General Compaction Requirements 5 Immediately after the HMA has been spread and struck off, and after 6 surface irregularities have been adjusted, thoroughly and uniformly 7 compact the mix. The completed course shall be free from ridges, ruts, 8 humps, depressions, objectionable marks, and irregularities and shall 9 conform to the line, grade, and cross-section shown in the Plans. If 10 necessary, alter the JMF in accordance with Section 9-03.8(7) to achieve 11 desired results. 12 13 Compact the mix when it is in the proper condition so that no undue 14 displacement, cracking, or shoving occurs. Compact areas inaccessible to 15 large compaction equipment by mechanical or hand tampers. Remove 16 HMA that becomes loose, broken, contaminated, shows an excess or 17 deficiency of asphalt, or is in any way defective. Replace the removed 18 material with new HMA, and compact it immediately to conform to the 19 surrounding area. 20 21 The type of rollers to be used and their relative position in the compaction 22 sequence shall generally be the Contractor's option, provided the 23 specified densities are attained. An exception shall be that pneumatic tired 24 rollers shall be used for compaction of the wearing course beginning 25 October 1St of any year through March 3111 of the following year. Coverage 26 with a steel wheel roller may precede pneumatic tired rolling. Unless 27 otherwise approved by the Engineer, operate rollers in the static mode 28 when the internal temperature of the mix is less than 175°F. Regardless of 29 mix temperature, do not operate a roller in a mode that results in checking 30 or cracking of the mat. 31 32 On. bridge decks and on the five feet of roadway approach immediately 33 adjacent to the end of bridge/back of pavement seat, operate rollers in 34 static mode only. 35 36 5-04.3(10)6 HMA Compaction —Cyclic Density 37 Low cyclic density areas are defined as spots or streaks in the pavement 38 that are less than 90 percent of the theoretical maximum density. At the 39 Engineer's discretion, the Engineer may evaluate the HMA pavement for 40 low cyclic density, and when doing so will follow WSDOT SOP 733. A 41 $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot 42 section with two or more density readings below 90 percent of the 43 theoretical maximum density. 44 45 5-04.3(10)C HMA Compaction Acceptance —Statistical Evaluation 46 HMA compaction which is accepted by Statistical Evaluation will be based 47 on acceptance testing performed by the Contracting Agency, and 48 statistical analysis of those acceptance tests results. This will result in a 49 Compaction Price Adjustment. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 5-04.3(10)C1 HMA Sublots HMA compaction wr evaluated by the Coi compaction lots, anc stratified random sal each compaction lot individual compactio compaction sublots (of a particular mix d Each compaction lot except for the final c which comprises a n ompaction Statistical Evaluation — Lots and ch is accepted by Statistical Evaluation will be tracting Agency dividing the project into each compaction lot will be evaluated using ipling by the Contracting Agency sub -dividing nto compaction sublots. All mixture in any I lot shall be of the same mix design. The rill be numbered in the order in which the mixture .sign) is paved. rises a maximum of 15 compaction sublots, :tion lot of each mix design on the Contract, Im of 25 sublots. Each compaction sublot shall be uniform in size as shown in Table 15, except that the last compaction sublot of each day may be increased to a maximum of two times the compaction sublot quantity calculated. Minor variations in the size of any sublot shall not be cause to invalidate the associated test result. Table 15 HMA Compaction Sublot Size HMA Original Plan Quantity tons ' Compaction Sublot Size tons <20,000 100 20,000 tol 30,000 150 >30,000 200 ' In determining the plan quantity tonnage, do not include any tons accepted by test point evaluation. 22 23 The following will cause one compaction lot to end prematurely and a 24 new compaction lot to begin: 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 For a compaction lot in progress with a compaction CPF less than 0.75, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced See also Section 5-04.3(11)F. All HMA which is pave Statistical Evaluation v contract includes such be evaluated an each compaction lots. Bridge compaction to the following: All sublots on size. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS Revised: 1/17/17 on a bridge and accepted for compaction by I compose a bridge compaction lot. If the IMA on more than one bridge, compaction will -idge individually, as separate bridge will be determined by the Engineer subject given bridge will be approximately the same K 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 • Sublots will be stratified from the lot. • In no case will there be less than 3 sublots in each bridge compaction lot. • No sublot will exceed 50 tons. • Compaction test locations will be determined by the Engineer in accordance with WSDOT FOP for AASHTO T166. 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing Comply with Section 1-06.2(1). The location of HMA compaction acceptance tests will be randomly selected by the Contracting Agency from within each sublot, with one test per sublot. The Contracting Agency will determine the random sample location using WSDOT Test Method T 716. Use Table 16 to determine compaction acceptance test procedures and to allocate compaction acceptance sampling and testing responsibilities between the Contractor and the Contracting Agency. HMA cores shall be taken or nuclear density testing shall occur after completion of the finish rolling, prior to opening to traffic, and on the same day that the mix is placed. Tahle 16 HMA Compaction Acceptance Testing Procedures and Responsibilities When Contract Includes Bid When Contract Does Not Item "HMA Core Include Bid Item "HMA Core - - Roadway" or Roadway" or "HMA Core — "HMA Core — Bridge 114 Bridge 114 Nuclear Basis for Test: Cores Cores3 Density Gauge' Contractor shall Contracting take cores' Agency will take using WSDOT cores' using SOP 7342 WSDOT SOP Contracting In -Place . 734 Agency, using Contracting Density WSDOT FOP Contracting Determined by: Agency will Agency will for AASHTO determine core determine core T 355 density using density using FOP for for AASHTO T 166FOP AASHTO T 166 Theoretical Contracting Agency, using FOP for AASHTO T 209 Maximum AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 Density Determinedb : Rolling Average of Theoretical Maximum Contracting Agency, using WSDOT SOP 729 Densities Determined by: Percent Contracting Contracting Contracting Agency, using Compaction in Agency, using Agency, using WSDOT FOP Each Sublot WSDOT SOP WSDOT SOP for AASHTO Determined by: 736 736 T 355 'The core diameter shall be 4 -inches unless otherwise approved by the Engineer. 2The Contractor shall take the core samples in the presence of the Engineer, at locations designated by the Engineer, and deliver the core samples to the Contracting Agency. 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in- place density. Exclusive reliance on cores for density acceptance is generally intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects. 4The basis for test �of all compaction sublots in a bridge compaction lot shall be cores. These cores shall be taken by the Contractor when the Proposal includes the bid item "HMA Cores — Bridge". When there is no bid item for "HMA Cores — Bridge", the Engineer will be responsible for taking HMA cores for all compaction sublots in a bridge compaction lot. In either case, the Engineer will determine core location, in -pace density of the core, theoretical maximum density, rolling average of theoretical maximum density, and percent compaction using the procedure called for in this Section. When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores. When cores are required for the correlation, coring and testing will be by the Contracting Agency. When a core is taken for gauge correlation at the location of a sublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5-04.3(10)C3 HMA S1 For each HMA compai Evaluation) which has all compaction sublots determined in accorda WSDOT SOP 736 wh( accepted at the unit C istical Compaction — Price Adjustments on lot (that is accepted by Statistical ss than three compaction sublots, for which stain a minimum of 91 percent compaction ,e with WSDOT FOP for AASHTO T 355 (or provided by the Contract), the HMA will be tract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONSi BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 1-06.2(2) to determine the appropriate Compaction Price Adjustment (CPA). All of the test results obtained from the acceptance samples from a given compaction lot shall be evaluated collectively. Additional testing by either a nuclear density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For the statistical analysis in Section 1-06.2, use the following values: X = Percent compaction of each sublot USL = 100 LSL= 91 Each CPA will be determined as follows: CPA = [0.40 x (CPF — 1.00)] x Q x UP Where CPA = Compaction Price Adjustment for the compaction lot ($) CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP= Unit price of the HMA in the compaction lot ($/ton) 5-04.3(10)C4 HMA Statistical Compaction —Requests for Retesting For a compaction sublot that has been tested with a nuclear density gauge that did not meet the minimum of 91 percent of the theoretical maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core, taken at the same location as the nuclear density test, be used for determination of the relative density of the compaction sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the compaction sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the compaction sublot have been provided or made available to the Contractor. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for retesting. When the CPF for the compaction lot based on the results of the cores is less than 1.00, the Contracting Agency will deduct the cost for the coring from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04.3(10)D HMACom Visual Evaluation will be items "HMA for Pavemei Prelevelling Class_ P1 to the satisfaction of the ruts shall be compacted 5-04.3(10)E HMA Com When compaction accel based on a test point ev point evaluation in acco number of passes with the maximum test point 5-04.3(10)F HMA Com Acceptance Test Resu The obligations and rest compaction acceptance acceptance test results. action –Visual Evaluation he basis of acceptance for compaction of the Bid t Repair Cl. _ PG _"and "HMA for —". This HMA shall be thoroughly compacted :ngineer. HMA that is used to prelevel wheel /ith a pneumatic tire roller. 5-04.3(11) Reject Work This Section applies to HMA a aggregates prior to being incoi prior to its incorporation into H 5-04.3(11)A Reject Worl' Work that is defective or c be rejected. The Contract removal and replacement alternative proposals will I Engineer. 5-04.3(11)B Rejection b, The Contractor may, prior remove any defective mat new material will be same ction – Test Point Evaluation ince is by Test Point Evaluation, compact HMA nation of the compaction train. Perform the test ince with instructions from the Engineer. The approved compaction train, required to attain !nsity, shall be used on all subsequent paving. n Acceptance – Notification of nsibilities for notifying the Contractor of st results are the same as for mixture 'ee Section 5-04.3(9)E. all requirements related to HMA (except rated into HMA). For rejection of aggregate , refer to Section 3-04. – General )es not conform to Contract requirements shall r may propose, in writing, alternatives to )f rejected material. Acceptability of such e determined at the sole discretion of the Contractor o acceptance sampling and testing, elect to rial and replace it with new material. Any such .d, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without) sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. No payment will be made ft materials unless the Contra tested. If the Contractor req Evaluation, and a minimum When uncompacted materi Engineer will determine ran accordance with WSDOT T with WSDOT SOP 734, an( SOP 737. AMENDMENTS TO THE 2016 STANDARD Revised: 1/17/17 r the rejected materials or the removal of the -tor requests the rejected material to be .jests testing, acceptance will be by Statistical of three samples will be obtained and tested. it is required for testing but not available, the tom sample locations on the roadway in ast Method T 716, take cores in accordance test the cores in accordance with WSDOT BOOK J 1 1 1 D 1 1 If the CPF for the rejected material is less than 0.75, no payment will be 2 made for the rejected material; in addition, the cost of sampling and 3 testing shall be borne by the Contractor. If the CPF is greater than or 4 equal to 0.75, the cost of sampling and testing will be borne by the 5 Contracting Agency. If the material is rejected before placement and the 6 CPF is greater than or equal to 0.75, compensation for the rejected 7 material will be at a CPF of 0.75. If rejection occurs after placement and 8 the CPF is greater than or equal to 0.75, compensation for the rejected 9 material will be at the calculated CPF with an addition of 25 percent of the 10 unit Contract price added for the cost of removal and disposal. 11 12 5-04.3(11)D Rejection — A Partial Sublot (Mixture or Compaction) 13 In addition to the random acceptance sampling and testing, the Engineer 14 may also isolate from a mixture or compaction sublot any material that is 15 suspected of being defective in relative density, gradation or asphalt 16 binder content. Such isolated material will not include an original sample 17 location. The Contracting Agency will obtain a minimum of three random 18 samples of the suspect material and perform the testing. When 19 uncompacted material is required for testing but is not available, the 20 Engineer will select random sample locations on the roadway in 21 accordance with WSDOT Test Method T 716, take cores samples in 22 accordance with WSDOT SOP 734, and test the material in accordance 23 with WSDOT SOP 737. The material will then be statistically evaluated as 24 an independent lot in accordance with Section 1-06.2(2). 25 26 5-04.3(11)E Rejection — An Entire Sublot (Mixture or Compaction) 27 An entire mixture or compaction sublot that is suspected of being defective 28 may be rejected. When this occurs, a minimum of two additional random 29 samples from this sublot will be obtained. When uncompacted material is 30 required for the additional samples but the material has been compacted, 31 the Contracting Agency will take and test cores from the roadway as 32 described in Section 5-04.3(11)D. The additional samples and the original 33 sublot will be evaluated as an independent lot in accordance with Section 34 1-06.2(2). 35 36 5-04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) 37 The Contractor shall shut down operations and shall not resume HMA 38 placement until such time as the Engineer is satisfied that material 39 conforming to the Specifications can be produced when: 40 41 1. the Composite Pay Factor (CPF) of a mixture or compaction lot 42 in progress drops below 1.00 and the Contractor is taking no 43 corrective action, or 44 45 2. the Pay Factor (PF;) for any constituent of a mixture or 46 compaction lot in progress drops below 0.95 and the Contractor . 47 is taking no corrective action, or 48 49 3. either the PF; for any constituent (or the CPF) of a mixture or 50 compaction lot in progress is less than 0.75. 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5-04.3(11)G .Rejection An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joint 5-04.3(12)A1 Tran: Conduct operations is a continuous ope Unscheduled trans% over the unprotecte placement of the cc the HMA will cool bi resumed, cut back t slightly beveled edg terse Joints such that placement of the top or wearing course ition or as close to continuous as possible. rse joints will be allowed, but the roller may pass end of the freshly laid HMA only when the rse is discontinued for such a length of time that ow compaction temperature. When the Work is e previously compacted HMA to produce a for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1V where a transverse joint as a result of paving or planing is open to traffic. Separate the HMA i, the temporary wedge from the permanent HMA upon which it is. placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5-04.3(12)A2 Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a lane line or an edge line of the Traveled Way. Construct a notched wedge jointalong all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall halve a vertical edge of not less than the maximum aggregate size nor more than '/z of the compacted lift thickness, and then taper down on a slope not steeper than 4H:1 V. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if: The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. 1 47 a. Two paving machines shall be used to construct the 48 hot -lap joint. 49 1� 50 b. The pavement within 6 inches of the hot -lap joint will not 51 be excluded from random location selection for 52 compaction testing. r AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 2 c. Construction equipment other than rollers shall not 3 operate on any uncompacted HMA. 4 5 When HMA is placed adjacent to cement concrete pavement, l 6 construct longitudinal joints between the HMA and the cement 7 concrete pavement. Saw the joint to the dimensions shown on 8 9 Standard Plan A-40.10 and fill with joint sealant meeting the requirements of Section 9-04.2. 10 11 5-04.3(12)B Bridge Paving Joint Seals 12 5-04.3(12)B1 HMA Sawcut and Seal 13 Prior to placing HMA on the bridge deck, establish sawcut alignment 14 points at both ends of the bridge paving joint sealsto be placed at the 15 bridge ends, and at interior joints within the bridge deck when and 16 where shown in the Plans. Establish the sawcut alignment points in a 17 manner that they remain functional for use in aligning the sawcut after 18 placing the HMA overlay. +� 19 20 Submit a Type 1 Working Drawing consisting of the sealant 21 22 manufacturer's application procedure. 23 Construct the bridge paving joint seal as specified in the Plans and in 24 accordance with the detail shown in the Standard Plans. Construct 25 the sawcut in accordance with Section 5-05.3(8). Apply the sealant in ' I 26 accordance with Section 5-05.3(8)B and the manufacturer's 27 application procedure. 28 29 5-04.3(12)B2 Paved Panel Joint Seal 30 Construct the paved panel joint seal in accordance with the 31 requirements specified in Section 5-04.3(12)B1 and the following 32 requirement: 33 34 1. Clean and seal the existing joint between concrete panels in 35 accordance with Section 5-01.3(8) and the details shown in 36 the Standard Plans. 37 38 5-04.3(13) Surface Smoothness 39 The completed surface of all courses shall be of uniform texture, smooth, 40 uniform as to crown and grade, and free from defects of all kinds. The 41 completed surface of the wearing course shall not vary more than % inch from 42 the lower edge of a 10 -foot straightedge placed on the surface parallel to the 43 centerline. The transverse slope of the completed surface of the wearing 44 course shall vary not more than 1/4 inch in 10 feet from the rate of transverse 45 slope shown in the Plans. 46 47 When deviations in excess of the above tolerances are found that result from 48 a high place in the HMA, correct the pavement surface by one of the 49 following methods: 50 51 1. Remove material from high places by grinding with an approved 52 grinding machine, or AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK '1 Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. Remove and replace 3. By other method ap Correct defects until there are allowable tolerances. Deviations in excess of the at HMA and deviations resulting opinion of the Engineer, will n with a price adjustment. The I may become due to the Contr section of single traffic lane 1( deviations described above a When portland cement concret, surface tolerance of the HMA s above the Plan grade minus the concrete pavement. Prior to plE bring any such irregularities to means approved by the Engine wearing course of HMA, or by the Engineer. deviations anywhere greater than the /e tolerances that result from a low place in the )m a high place where corrective action, in the produce satisfactory results will be accepted gineer shall deduct from monies due or that .tor the sum of $500.00 for each and every feet in length in which any excessive found. pavement is to be placed on HMA, the all be such that no surface elevation lies specified Plan depth of portland cement ing the portland cement concrete pavement, e required tolerance by grinding or other When utility appurtenances such as manhole covers and valve boxes are located in the Traveled Way, pave the Roadway before the utility appurtenances are adjusted to t�;he finished grade. 5-04.3(14) Planing BituminouIs Pavement Plane in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside t e limits shown in the Plans or.designated by the Engineer that is damaged by the Contractor's operations shall be repaired to the satisfaction of the Engineer at no additional cost to the Contracting Agency. For mainline planing operations with sensors for either or both s capable of sensing the grade fr( referencing device. The automa controller capable of maintainirn (expressed as a percentage) wi use equipment with automatic controls and les of the equipment. The controls shall be m an outside reference line, or a mat- ic controls shall have a transverse slope the mandrel at the desired transverse slope hin plus or minus 0.1 percent. Remove all loose debris from the planed surface before opening the planed surface to traffic. The planings and other debris resulting from the planing operation shall become the property of the Contractor and be disposed of in accordance with Section 2-03.3�7)C, or as otherwise allowed by the Contract. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the Plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 5-04.3(16) HMA Road Approaches 1 3 Construct HMA approaches at the locations shown in the Plans or where 4 staked by the Engineer, in accordance with Section 5-04. 5 6 5-04.4 Measurement 7 HMA Cl. _ PG _, HMA for _ Cl. PG _, and Commercial HMA will 8 9 be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the HMA. 10 If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), 11 the material removed will not be measured. 12 13 Roadway cores will be measured per each for the number of cores taken. 14 15 Crack Sealing -LF will be measured by the linear foot along the line of the crack. 16 17 Soil residual herbicide will be measured by the mile for the stated width to the nearest 18 0.01 mile or by the square yard, whichever is designated in the Proposal. 19 20 Pavement repair excavation will be measured by the square yard of surface marked 21 22 prior to excavation. 23 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 24 25 Longitudinal joint seals between the HMA and cement concrete pavement will be 26 measured by the linear foot along the line and slope of the completed joint seal. 27 28 HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot 29 along the line and slope of the completed joint seal. 30 31 32 Planing bituminous pavement will be measured by the square yard. 33 Temporary pavement marking will be measured by the linear foot as provided in Section 34 8-23.4, 35 36 Water will be measured by the M gallon as provided in Section 2-07.4. 37 38 5-04.5 Payment 39 Payment will be made for each of the following Bid items that are included in the 40 Proposal: 41 42 "HMA Cl. _ PG _", per ton. 43 "HMA for Approach Cl. _ PG _", per ton. 44 "HMA for Preleveling Cl. _ PG _", per ton. 45 "HMA for Pavement Repair Cl. _ PG _", per ton. 46 "Commercial HMA", per ton. 47 The unit Contract price per ton for "HMA Cl. PG "HMA for Approach Cl. 48 _ _", _ PG _", "HMA for Preleveling Cl. _ PG _", "HMA for Pavement Repair Cl. 49 _ PG _", and "Commercial HMA" shall be full compensation for all costs, 50 including anti -stripping additive, incurred to carry out the requirements of Section 5- 51 04 except for those costs included in other items which are included in this 52 Subsection and which are included in the Proposal. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 "Crack Sealing -FA", by force account. "Crack Sealing -FA" will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a com on Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. "Crack Sealing -LF", per linear foot. The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)A. "Soil Residual Herbicide ft. Wide", per mile, or "Soil Residual Herbicide", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(4)B,� "Pavement Repair Excavation Incl. The unit Contract price per square Haul" shall be full payment for all cc Section 5-04.3(4)C with the excepti placement of HMA shall be includes Pavement Repair Cl. _ PG _", "Asphalt for Fog Seal", per ton. Payment for "Asphalt for Fog Seal' aul", per square yard. Ird for "Pavement Repair Excavation Incl. is incurred to perform the Work described in i, however, that all costs involved in the in the unit Contract price per ton for "HMA for' er ton. described in Section 5-02.5. "Longitudinal Joint Seal", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5-04.3(12)B. "HMA Sawcut And Seal", per linear foot. The unit Contract price per linear foot for "HMA Sawcut And Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B1. "Paved Panel Joint Seal", per linear foot. The unit Contract price per linear foot for "Paved Panel Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B2. "Planing Bituminous Pavement", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5. "Water", per M gallon. Payment for "Water" is described in Section 2-07.5. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 1 I i 1 1 i t 1 3 4 6 7 8 9. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 "Job Mix Compliance Price Adjustment", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.3(9)B6 and 5-04.3(9)D1. "Compaction Price Adjustment", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5-04.3(10)C3. "HMA Core — Bridge", per each. The unit Contract price per each for "HMA Core — Bridge" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is on a bridge deck. "HMA Core — Roadway", per each. The unit Contract price per each for "HMA Core — Roadway" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is not on a bridge deck. . "Cyclic Density Price Adjustment", by calculation. "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5-04.3(10)B. 5-05.AP5 Section 5-05, Cement Concrete Pavement January 3, 2017 5-05.3(1) Concrete Mix Design for Paving In last sentence of the second paragraph of item number 1, the reference to "Section 9- 01.2(4)" is revised to read "Section 9-01.2(1)B". The following is inserted after item number 2: 3. Mix Design Modifications - The Contractor may initiate adjustments to the aggregate proportions of the approved mix design. An adjustment in both the fine and coarse aggregate batch target weights of plus or minus 200 pounds per cubic yard will be allowed without resubmittal of the mix design. The adjusted aggregate weights shall become the new batch target weights for the mix design. Item number 3 is renumbered to 4 and revised (up until the table) to read: 4. Conformance to Mix Design - Cement and coarse and fine aggregate weights shall be within the following tolerances of the batch target weights of the mix design: Portland Cement Concrete Batch Weights Cement +5% -11% Coarse Aggregate +2% -2% Fine Aggregate +2% -2% AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 5-05.3(3)13 Mixing Equipment The last sentence of item number 4 is revised to read: Plant -mixed concrete may be transported in nonagitated vehicles provided that the concrete is in a workable condition when placed and: a. discharge is completed within 45 minutes after the introduction of mixing water to the cement and aggregates, for b. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, (provided the concrete mix temperature is 70°F or below during placement, or c. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, provided the mix contains an approved set retarder at the manufacturer's minimum dosage rate. 5-05.3(6) Subgrade This section, including title, is revised to read: 5-05.3(6) Surface Preparation The Subgrade surface shall be prepared each edge of the area which is to receive the slip -form equipment. Concrete shall not be placed during a 1. The surface shall be moist; 2. Excess water (e.g., standing, surface. 3. The surface shall be clean and 4. The surface temperature shall and compacted a minimum of 3 feet beyond concrete pavement in order to accommodate rainfall. Prior to placing concrete ing or flowing) shall be removed from the of any deleterious materials. exceed 120°F or be frozen. 5-05.3(7)A Slip -Form Construction The second sentence of the first paragraph is irevised to read: The alignment and elevation of the paver established for this purpose, or by an elegy the line and grade within required toleran 6-02.AP6 Section 6-02, Concrete Structures January 3, 2017 shall be regulated from outside reference lines .tropic control system capable of controlling :es. 47 6-02.3(2) Proportioning Materials 488In the sixth paragraph, the reference to "Section 9-01.2(4)" is revised to read "9-01.2(1)6" AMENDMENTS TO THE 2016 STANDARD SPECI Revised: 1117/17 300K 52 Drawing with a written procedure for cold weather concreting. The procedure shall detail AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 ,. 1 6-02.3(2)A Contractor Mix Design 2 The following new sentence is inserted after the first sentence of the third paragraph: 3 4 The mix design submittal shall also include test results no older than one year showing 5 that the Aggregates do not contain Deleterious Substances in accordance with Section 6 9-03. 7 8 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 9 The following new sentence is inserted after the second sentence of the last paragraph: 10 11 12 Mix designs using shrinkage reducing admixture shall state the specific quantity required. 13 14 . The following new sentence is inserted before the last sentence of the last paragraph: 15 16 Testing samples of mixes using shrinkage reducing admixture shall use the admixture 17 amount specified in the mix design submittal. 18 19 6-02.3(2)B Commercial Concrete 20 The last sentence of the first paragraph is revised to read: 21 �i 22 Commercial concrete does not require mix design or source approvals for cement, 23 aggregate, and other admixtures. 24 25 6-02.3(6)A1 Hot Weather Protection 26 This section is revised to read: 27 28 The Contractor shall provide concrete within the specified temperature limits. Cooling of 29 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 30 content is monitored and the mixing water is adjusted for the free water in the 31 aggregate. Shading or cooling aggregate piles (sprinkling of fine aggregate piles with 32 water is not allowed). If sprinkling of the coarse aggregates is to be used, the piles 33 moisture content shall be monitored and the mixing water adjusted for the free water in 34 35 the aggregate. In addition, when removing the coarse aggregate, it shall be removed from at least 1 foot above the bottom of the pile. Refrigerating mixing water; or replacing 36 all or part of the mixing water with crushed ice, provided the ice is completely melted by 37 placing time. �i 38 39 If air temperature exceeds 90°F, the Contractor shall use water spray or other accepted 40 methods to cool all concrete -contact surfaces to less than 90°F. These surfaces include � 41 forms, reinforcing steel, steel beam flanges, and any'others that touch the mix. 42 43 6-02.3(6)A2 Cold Weather Protection 44 This section is revised to read: 45 46 Concrete shall be maintained at or above a temperature of 40°F during the first seven 47 48 days of the Cold Weather Protection Period and at or above a temperature of 35°F during the remainder of the Cold Weather Protection Period. Cold weather protection 49 requirements do not apply to concrete placed below the ground line. 1 50 51 Prior to placing concrete in cold weather, the Contractor shall submit a Type 2 Working 52 Drawing with a written procedure for cold weather concreting. The procedure shall detail AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 how the Contractor will adequately cure Ithe concrete and prevent the concrete temperature from falling below the minimum temperature. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Concrete placement will only be allowed if the Contractor's cold weather protection plan has been accepted by the Engineer. Prior to concrete placement, the Contractor shall review the 7 -day temperature predictions for the job site from the Western Region Headquarters of the National Weather Service (www.wrh.noaa.gov). When temperatures below 35°F are predicted, the Contractor shall: Install temperature data loggers in each concrete pour. One data logger shall be installed for every 100 yards of concrete placed. Data loggers shall be installed at locations directed by the Engineer, and shall be placed 1.5 inches from the face of concrete. 2. Immediately after concrete placement, temperature data loggers shall be installed on the concrete surface at locations directed by the Engineer. One data logger shall be installed for every 100 yards of concrete placed. The data loggers shall be operated continuously during the Cold Weather Protection Period. Temperatures shall be measured, recorded and stored a minimum of every 30 minutes. Temperature date shall be submitted to the Engineer as a Type 1 Working Drawing within three days following the end of the Cold Weather Protection Period. If the concrete temperature falls below 40°F during the first seven days of the Cold Weather Protection Period, no curing time is awarded for that day and the Cold Weather Protection Period is extended for one additional day. If the concrete temperature falls below 35°F during Cold Weather Protection Period, the concrete may be rejected by the Engineer. 6-02.3(17)K Concrete Forms on Steel Spans In the last paragraph, "ASTM A325" is revised, to read "ASTM F3125 Grade A325". 6-02.3(17)N Removal of Falsework The fifth paragraph is deleted. 6-02.3(25)J Horizontal Alignment The first paragraph (up until the colon) is The Contractor shall check and record at the following times: The second and third paragraphs are revised Horizontal alignment of the top and bottoi Alternatively, the Contractor may check a near mid -height of the girder. Each check offset at mid -span relative to a chord that Contractor shall check and record the alic influenced by temporary differences in su AMENDMENTS TO THE 2016 STANDARD Revised: 1/17/17 Forms to read: horizontal alignment (sweep) of each girder read: i flanges shall be checked and recorded. id record the horizontal alignment of the web shall be made by measuring the maximum starts and stops at the girder ends. The nment at a time when the girder is not face temperature. Records for the initial check AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 (item 1 above) shall be included in -the Contractor's prestressed concrete certificate of 2 compliance. Records for all other checks shall be submitted as a Type 1 Working 3 Drawing. 4 5 Immediately after the girder is removed from the casting bed, the alignment shall not be 6 offset more than % inch for each 10 feet of girder length. Any girder that exceeds an 7 offset of 1/8 inch for each 10 feet of girder length shall be corrected at the job site to the 8 9 '/8 inch maximum offset per 10 feet of girder length before concrete is placed into the diaphragms. 10 11 6-02.3(25)0 Girder to Girder Connections 12 The first sentence of item number 2 in the second paragraph is revised to read: 13 14 Intermediate diaphragms shall be placed and weld ties shall be welded in accordance 15 with Section 6-03.3(25). 16 17 6-02.3(26)D2 Test Block Dimensions 18 The first sentence is revised to read: 19 20 The dimensions of the test block perpendicular to the tendon in each direction shall be 21 the smaller of twice the minimum edge distance or the minimum spacing specified by �i 22 the special anchorage device manufacturer, with the stipulation that the concrete cover 23 over any confining reinforcing steel or supplementary skin reinforcement shall be 24 appropriate for the project -specific application and circumstances. 25 26 6-02.3(26)E2 Ducts for External Exposed Installation 27 In the first paragraph, "ASTM D3350" is revised to read "ASTM D3035". 28 29 In the fourth paragraph, "ASTM D3505" is revised to read "ASTM D3035". 30 /j 31 6-02.3(26)G Tensioning 32 'Item number 1 of the second paragraph is revised to read: 33 34 35 1. All concrete has reached a compressive strength of at least 4,000 psi or the strength specified in the Plans. When tensioning takes place prior to 28 -day 36 compressive strength testing on concrete sampled in accordance with Section 6- 37 38 02.3(25)H, compressive strength shall be verified on field cured cylinders in accordance with the FOP for AASHTO T23. 39 40 6-02.3(27)A Use of Self -Consolidating Concrete for Precast Units f� 41 Item number 2 of the first paragraph is revised to read: 42 43 2. Precast reinforced concrete three -sided structures, box culverts and split box 44 culverts in accordance with Section 7-02.3(6). 45 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 6-03.AP6 2 Section 6-03, Steel Structures 3 January 3, 2017 4 6-03.3(33) Bolted Connections 5 In this section, "AASHTO M253" is revised tc 6 F1852" is revised to read "ASTM F3125 Gra( 7 "ASTM F3125 Grade A325". 8 9 In the headings of Table 3, "A 325" is revisec 10 11 In the headings of Table 3, "M 253" is revise( 12 13 6-05.AP6 14 Section 6-05, Piling 15 August 1, 2016 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 In this section, the words "capacity" and "resistances", respectively. 6-05.3(1) Piling Terms The third paragraph is revised to read: 1 1 read "ASTM F3125 Grade A490", "ASTM le F1852", and "ASTM A325" is revised to read to read "ASTM F3125 Grade A325". to read "ASTM F3125 Grade A490". IV!` " are replaced with "resistance" and I� Overdriving — Over -driving of piles occuirs when the ultimate bearing resistance calculated from the equation in Section 6-05.3(12), or the wave equation driving criteria if applicable, exceeds the ultimate bearing resistance required in the Contract in order to reach the minimum tip elevation specified in the Contract, or as required by the Engineer. The first sentence of the last paragraph is Minimum Tip Elevation — The minimum tip shall be driven. 6-05.3(3)A Casting and Stressing The last sentence of the third paragraph is If the corrective action is not acceptable rejection by the Engineer. 6-05.3(5) Manufacture of Steel Piles This section is supplemented with the follc At least 14 -days prior to the start of prod the Engineer of the production schedule. and free access to the Work. If the Inspe unacceptable quality control practices, tr corrective action is not acceptable to the rejection by the Engineer. AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1117/17 to read: tip elevation is the elevation to which the pile to read: the Engineer, the piling(s) will be subject to new paragraph: ction of the piling, the Contractor shall advise The Contractor shall give the Inspector safe for observes any non specification Work or Inspector will advise the plant manager. If the =ngineer, the piling(s) will be subject to :... 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK ,Revised: 1117/17 2 6-05.3(9)A Pile Driving Equipment Approval 3 The first sentence of the second, paragraph is revised to read: 4 5 The Contractor shall submit Type 2E Working Drawings consisting of a wave equation 6 analysis for all pile driving systems used to drive piling with required maximum driving 7 resistances of greater than 300 tons. 8 9 6-07.AP6 10 11 Section 6-07, Painting August 1, 2016 12 6-07.3(10)A Containment 13 The first sentence of the fourth paragraph is replaced with the following two new sentences: 14 15 The containment system shall ensure no discharge into waters of the state. When there 16 is no threat to discharging to the waters of the state, emissions shall not exceed the 17 Level 2 Emissions standard in SSPC Technology Guide No. 6, Section 5.5, and 18 assessed by Method A, Visible Emissions. 19 20 6-07.3(10)F Collecting, Testing, and Disposal of Containment Waste 21 The third, fourth and fifth paragraphs are deleted and replaced with the following two new 22 23 paragraphs: 24 Containment waste is defined as all paint chips and debris removed from the steel 25 surface and all abrasive blast media, as contained by the containment system. After all 26 waste from the containment system has been collected, the Contractor shall collect 27 representative samples of the components that field screening indicates are lead - 28 contaminated material. The Contractor shall collect at least one representative sample 29 from each container. The Contractor may choose to collect a composite sample of each 30 container, but the composite sample must consist of several collection points (a 31 minimum of 3 random samples) that are representative of the entire contents of the 32 container and representative of the characteristics of the type of waste in the container. 33 In accordance with WAC 173-303-040, a representative sample means "a sample - 34 which can be expected to exhibit the average properties of the sample source." 35 36 The debris shall be tested for metals using the Toxicity Characteristics Leaching 37 Procedure (TCLP) and EPA Methods 1311 and 6010. At a minimum, the materials 38 should be analyzed for the Resource Conservation and Recovery Act (RCRA) 8 Metals 39 (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver). Pursuant 40 to the Dangerous Waste (DW) Regulations Chapter 173-303-90(8)(c) WAC, "Any waste 41 that contains contaminants which occur at concentrations at or above the DW threshold 42 must be designated as DW." All material within each individual container or 43 containment system that designates as DW shall be disposed of at a legally permitted 44 Subtitle C Hazardous Waste Landfill. All material within each individual container or - 45 46 containment system that designate below the DW threshold, will be designated as "Solid Waste" and shall be disposed of at a legally permitted Subtitle D Landfill. 47 Disposal shall be in accordance with WAC 173-303 for waste designated "Dangerous 48 49 Waste" and pursuant to WAC 173-350 for waste designated as "Solid Waste". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK ,Revised: 1117/17 1 6-08.AP6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Section 6-08, Waterproofing January 3, 2017 This section and all subsections, including 6-08 Bituminous Surfacing on Struct 6-08.1 Description This Work consists of removing an( Surface Treatment (BST) directly o performing concrete bridge deck re sealing paving joints. 6-08.2 Materials Materials shall meet the requ Bituminous Surface Treatment Hot Mix Asphalt Joint Sealants Closed Cell Foam Backer Rod Waterproofing Membrane (Dec Bridge Deck Repair Material 6-08.3 Construction Requiremen 6-08.3(1) Definitions Adjusted Removal Depth — th specified by the Engineer to su review of the Contractor survey profile. Bituminous Pavement — the Design Removal Depth — the elsewhere in the Plans to indic Pavement to be removed. , is revised to read: Decks placing Hot Mix Asphalt (HMA) or Bituminous or over a Structure. This Work also includes air, applying waterproofing membrane, and of the following sections: 5-02.2 5-04.2 9-04.2 9-04.2(3)A Seal) 9-11 9-20.5 Bituminous Pavement removal depth )ersede the Design Removal Depth after of the existing Bituminous Pavement grade material containing an asphalt binder ue shown in the "pavement schedule" or the design thickness of Bituminous Final Grade Profile — the compacted finished grade surface of completed Bituminous Pavement surfacing consisting of a vertical profile and superelevation cross -slope, devIeloped by the Engineer for Grade Controlled Structure Decks based on the Contractor survey. Grade Controlled — a Structure Deck requiring restriction of Bituminous Pavement work, including restriction of pavement removal methods and restriction of overlay pavement thicknesses. Structure Deck — the bridge de top of concrete box culvert, or o existing Bituminous Pavement is applied. AMENDMENTS TO THE 2016 STANDARD S Revised: 1117/17 ;k (concrete or timber), bridge approach slab, her concrete surfaces over or upon which removed and new Bituminous Pavement is BOOK AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 6-08.3(2) Contractor Survey for Grade Controlled Structure Decks 2 Prior to removing existing Bituminous Pavement from a Grade Controlled 3 Structure Deck, the Contractor shall complete a survey of the existing surface 4 for use in establishing the existing cross section and grade profile elevations. 5 When removal of Bituminous Pavement is to be achieved by rotary 6 milling/planing, the Contractor's survey shall also include the depths of the 7 existing surfacing at each survey point. 8 9 The Contractor is responsible for all calculations, surveying, installation of 10 control points, and measuring required for setting, maintaining and resetting 11 equipment and materials necessary for the construction of the overlay to the 1 12 Final Grade Profile. 13 14 6-08.3(2)A Survey Requirements �i 15 The Contractor shall establish at least two primary survey control points 16 for controlling actual Bituminous Pavement removal depth and the Final 17 Grade Profile. Horizontal control shall be by station and offset which shall 18 be tied to either the Roadway centerline or the Structure centerline. 19 Vertical control may be an assumed datum established by the Contractor. 20 21 22 Primary control points shall be described by station or milepost and offset on the baseline selected by the Contractor. The Contractor may expand 23 the survey control information to include secondary horizontal and vertical 24 control points as needed for the project. j� 25 26 Survey information collected shall include station or milepost, offset, and 27 elevation for each. lane line and curb line. Survey information shall be 28 collected at even 20 foot station intervals, and along the centerline of each 29 bridge expansion joint. The survey shall extend 300'-0" beyond the bridge 30 back of pavement seat or end of Structure Deck. The survey information 31 32 shall include the top of Bituminous Pavement elevation and, when rotary milling/planing equipment is used, the corresponding depth of Bituminous 33 Pavement to the Structure Deck. The Contractor shall ensure a surveying 34 accuracy to within t 0.01 feet for vertical control and t 0.2 feet for 35 horizontal control. 36 37 Voids in HMA created by the Contractor's Bituminous Pavement depth 38 measurements shall be filled by material conforming to Section 9-20 or 39 another material acceptable to the Engineer. _ _ 40 41 6-08.3(2)B Survey Submittal 42 The Contractor's survey records shall include descriptions of all survey 43 control points including station/milepost, offset, and elevations of all 44 secondary control points. The Contractor shall maintain survey records of 45 sufficient detail to allow the survey to be reproduced. The Contractor shall 46 submit a Type 2 Working Drawing consisting of the compiled survey 47 records and information. Survey data shall be submitted as an electronic 48 file in Microsoft Excel format. 49 50 6-08.3(2)C Final Grade Profile and Adjusted Removal Depth 51 Based on the results of the survey, the Engineer may develop a Final 52 Grade Profile and Adjusted Removal Depth. If they are developed, the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Final Grade Profile and Adjusted Removal Depth will be provided to the Contractor within three working days after receiving the Contractor's survey information. When provided, the Adjusted Removal Depth supersedes the Design Removal Depth to become the Bituminous Pavement removal depth for that Structure Deck. 6-08.3(3) General Bituminous Pavement Removal Requirements The Contractor shall remove Bituminous Pavement and associated deck repair material from Structure Decks to the horizontal limits shown in the Plans and to either the specified or adjusted Bituminous Pavement removal depth as applicable. Removal of Bituminous Pavement within 12 -inches of existing permanent features that limit the reach of the machine or the edge of the following items shall be by hand or by hand operated (nominal 30 -pounds class) power tools: existing bridge expansion joint headers; steel expansion joint assemblies; concrete butt joints between back of pavement seats and bridge approach slabs, bridge drain assemblies) thrie beam post steel anchorage assemblies fastened to the side or top of the Structure Deck. When removing Bituminous Pavement with a planer, Section 5-04.3(14) shall apply. If the planer contacts the Structure Deck in excess of the specified planing depth tolerance, or co i tacts steel reinforcing bars at any time, the Contractor shall immediately cease planing operations and notify the Engineer. Planing operations shall not resume until completion of the appropriate adjustments to the planing machine and receiving the Engineer's concurrence to resume. 6-08.3(4) Partial Depth Removal of Bituminous Pavement from Structure Decks The depth of surfacing removal, as measured to the bottom of the lowest milling groove generated by thIe rotary milling/planing machine shall be +0.01, - 0.02 -feet of the specified or Adjusted Removal Depth as applicable. 6-08.3(5) Full Depth Removal of Bituminous Pavement from Structure Decks 6-O8.3(5)A Method of Removal The Contractor shall perform full depth removal by a method that does not damage or remove the Structure Deck in excess of the specified Bituminous Pavement removal tolerance. The Contractor shall submit a Type 2 Working Drawing consisting of the proposed methods and equipment to be used for full depth removal. 6-08.3(5)B Planer Requirements for Full Depth Removal The final planed surface shall have a finished surface with a tolerance of +0.01, -0.02 feet within thIe planed surface profile, as measured from a 10- foot straight edge. Multiple passes of planing to achieve smoothness will not be allowed. In addition to Section 6 the following additional AMENDMENTS TO THE 2016 STANDARD SPEC Revised: 1/17/17 3(3), the planing equipment shall conform to uirements: 1:10-101 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1. The cutting tooth spacing on the rotary milling head shall be less 2 than or equal to'/4 inch. 3 4 2. The rotary milling/planing machine shall have cutting teeth that 5 leave a uniform plane surface at all times. All teeth on the mill 6 head shall be kept at a maximum differential tolerance of %-inch 7 between the shortest and longest tooth, as measured by a 8 straight edge placed the full width of the rotary milling head. 9 10 3. Cutting tips shall be replaced when 30 percent of the total length 11 of the cutting tip material remains. 12 13 Prior to each day's Bituminous Pavement removal operations, the 14 Contractor shall confirm to the satisfaction of the Engineer that the rotary 15 head cutting teeth are within the specified tolerances. 16 17 6-08.3(5)C Structure Deck Cleanup after Bituminous Pavement 18 Removal 19 Waterproofing membrane that is loose or otherwise not firmly bonded to 20 the Structure Deck shall be removed as an incidental component of the 21 22 Work of surfacing removal. Existing waterproofing membrane bonded to the Structure Deck -need not be removed. 23 24 6-08.3(6) Repair of Damage due to Bituminous Pavement Removal 25 Operations 26 All concrete bridge deck, pavement seat, and steel reinforcing bar damage due 27 to the Contractor's surfacing removal operations shall be repaired by the 28 Contractor in accordance with Section 1-07.13, and as specified below. 29 30 Damaged concrete in excess of the specified Bituminous Pavement removal 31 32 tolerance shall be repaired in accordance with Section 6-08.3(7), with the bridge deck repair material placed to the level of the surrounding bridge deck 33 and parallel to the final grade paving profile. 34 35 Damaged steel reinforcing bar shall be repaired as follows: 36 37 1. Damage to steel reinforcing bar resulting in a section loss less than j� 38 20 -percent of the bar with no damage to the surrounding concrete 1� 39 shall be left in place and shall be repaired by removing the concrete 40 to a depth %-inches around the top steel reinforcing bar and placing 41 bridge deck repair material accepted by the Engineer to the level of �! 42 the bridge deck and parallel to the final grade paving profile. 43 44 2. Damage to steel reinforcing bar resulting in a section loss of 20- 45 percent or more in one location, bars partially or completely removed 46 from the bridge deck, or where there is a lack of bond to the concrete, 47 shall be repaired by removing the adjacent concrete and splicing a 48 new bar of the same size. Concrete shall be removed to provide a %- 49 inch minimum clearance around the bars. The splice bars shall 50 extend a minimum of 40 bar diameters beyond each end of the 51 damage. 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6-08.3(7) Concrete Deck R This Work consists of repaid has been removed. 6-08.3(7)A Concrete Dei The Contractor, with the E deck to establish the exte Section 6-09.3(6), except Areas of Structure Deck k membrane after full depth this inspection requiremer All loose and unsound co with jackhammers or chip 30 pounds class, or other and operated at angles le surface of the deck to the existing steel reinforcing t reinforcing bar is broken, provide a % inch minimur care to prevent damage t to remain. the concrete deck after Bituminous Pavement Preparation 3ineer, shall inspect the exposed concrete of bridge deck repair in accordance with �m 4 in Section 6-09.3(6) does not apply. with existing well bonded waterproof ituminous. Pavement removal are exempt from crete within the repair area shall be removed ,ing hammers no more forceful than the nominal mechanical means acceptable to the Engineer, s than 45 degrees as measured from the ool. If unsound concrete exists around the ars, or if the bond between concrete and steel ie Contractor shall remove the concrete to clearance to the bar. The Contractor shall take the existing steel reinforcing bars and concrete After removing sufficient concrete to establish the limits of the repair area, the Contractor shall make % inch deep vertical saw cuts and maintain square edges at the boundaries of the repair area. The exposed steel reinforcing bars and concrete in the repair area shall be abrasive blasted and blown clean just prior ito placing the bridge deck repair material. 6-08.3(7)B Ultra -Low Viscosity, Two -Part Liquid, Polyurethane -Hybrid Polymer Concrete The ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete shall be mixed in accordance with the manufacturer's recommendations. Aggregate shall conform to the gradation limit requirements recommended by the manufacturer. The aggregate and the ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete shall be applied to the repair areas in accordance with the sequence and procedure recommended by the manufacturer. All repairs shall be float fii tolerance of 1/8 inch of a s breadth of the repair area 6-08.3(7)C Pre -Package The Contractor shall mix using equipment, materia recommended by the mE AMENDMENTS TO THE 2016 STANDARD S Revised: 1/17/17 ished flush with the surrounding surface within a -sight edge placed across the full width and Cement Based Repair Mortar pre-packaged cement based repair mortar and proportions, batch sizes, and process as Facturer. BOOK I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 All repairs shall be float finished flush with the surrounding surface within a 2 tolerance of %a inch of a straight edge placed across the full width and 3 breadth of the repair area. 4 5 6-08.3(7)D Cure 6 All bridge deck repair areas shall be cured in accordance with the 7 manufacturer's recommendations and attain a minimum compressive 8 9 strength of 2,500 psi before allowing vehicular and foot traffic on the repair and placing waterproofing membrane on the bridge deck over the repair. 10 11 6-08.3(8) Waterproof Membrane for Structure Decks 12 This work consists of furnishing and placing a waterproof sheet membrane 13 system over a prepared Structure Deck prior to placing an HMA overlay. The 14 waterproof membrane system shall consist of a sheet membrane adhered to 15 the Structure Deck with a primer. 16 17 The Contractor shall comply with all membrane manufacturer's installation 18 recommendations. 19 20 6-08.3(8)A Structure Deck Preparation 21 The Structure Deck and ambient air temperatures shall be above 50°F 22 and the Structure Deck shall be surface -dry at the time of the application 23 of the primer and membrane. 24 25 All areas of a Structure Deck that have fresh cast bridge deck concrete 26 less than 28 days old (not including bridge deck repair concrete placed in 27 accordance with Section 6-08.3(7)) shall cure for a period of time 28 recommended by the membrane manufacturer, or as specified by the 29 Engineer, before application of the membrane. 30 31 32 The entire Structure Deck and the sides of the curb and expansion joint headers to the height of the HMA overlay shall be free of all foreign 33 material such as dirt, grease, etc. Prior to applying the primer or sheet 34 membrane, all dust and loose material shall be removed from the 35 Structure Deck with compressed air. All surface defects such as spalled 36 areas, cracks, protrusions, holes, sharp edges, ridges, etc., and other 37 surface imperfections greater than 1/4 inch in width shall be corrected prior 38 to application of the membrane. 39 40 6-08.3(8)B Applying Primer 41 The primer shall be applied to the cleaned deck surfaces at the rate 42 according to the procedure recommended by the membrane 43 manufacturer. All surfaces to be covered by the membrane shall be 44 thoroughly and uniformly coated with primer. Structure Deck areas left 45 with existing well bonded waterproof membrane after bituminous surfacing 46 removal shall receive an application of primer in accordance with the 47 membrane manufacturer's recommendations. Precautionary measures 48 shall be taken to ensure that pools and thick layers of primer are not left 49 on the deck surface. The membrane shall not be applied until the primer 50 has cured or volatile material has substantially dissipated, in accordance 51 with the membrane manufacturer's recommendations. 52 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The primer and water up onto the curb face HMA overlay. The me F membrane shall extend from the bridge deck expansion joint header face the thickness of the ane shall adhere to the vertical surface. 6-08.3(8)C Placing Waterproof Membrane Membrane application shall begin at the low point on the deck, and continue in a lapped shingle pattern. The overlap shall be a minimum of six inches or greater if recommended by the membrane manufacturer. Membrane seams shall bye sealed as recommended by the membrane manufacturer. Hand rollers or similar tools shall be used on the applied membrane to assure firm and uniform contact with the primed Structure surfaces. The fabric shall be neatly drains. The cuts at bridge inside diameter of the bric the waterproof membrane a coating of primer. 6-08.3(8)D Membrane R The waterproof membran uniformity, tears, puncture defects. All such deficien membrane manufacturer HMA overlay. -ut and contoured at all expansion joints and drains shall be two right angle cuts made to the ge deck drain outlet, after which the corners of shall be turned down into the drains and laid in The membrane material st operations in accordance � recommendations. No trafl actual waterproofing and F rest on the membrane unti windrows is not allowed fo pair and Protection will be visually inspected by the Engineer for bonding, bubbles, wrinkles, voids and other es shall be repaired in accordance with the recommendations prior to placement of the all be protected from damage due to the paving ith the membrane manufacturer's or equipment except that required for the Iving operations will be permitted to travel or it is covered by the HMA overlay. The use of laydown of HMA on a membrane. Where waterproofing membrane is placed in stages or applied at different times, a strip of temporary aper shall be used to protect the membrane overlap from the HMA hand removal methods. 6-08.3(9) Placing Bituminous Pavement on Structure Decks HMA overlay shall be applied o in Grade Controlled Structure Decks using reference lines for vertical control in accordance with Section 5-04.3(3)C. The compacted elevation of theIHMA overlay on Structure Decks shall be within t 0.02 feet of the specified overlay thickness or Final Grade. Profile as applicable. Deviations from the final grade paving profile in excess of the specified tolerance and areas ofl non -conforming surface smoothness shall be corrected in accordance with Section 5-04.3(13). Final grade Roadway transitions' to a Structure Deck with Bituminous Pavement shall not exceed a 0.20 percent change in grade in accordance with the. bridge deck transition for HMA overlay Standard Plan, unless shown otherwise in the Plans. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS Revised: 1/17/17 1 I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 Final grade compacted HMA elevations shall be higher than an adjacent 2 concrete edge by % inch t'/a inch at all expansion joint headers and concrete 3 butt joints as shown in the concrete to asphalt butt joint details of the bridge 4 paving joint seals Standard Plan. This also applies to steel edges within the 5 limits of the overlay such as bridge drain frames and steel joint riser bars at �. 6 bridge expansion joints. 7 8 9 6-08.3(9)A Protection of Structure Attachments and Embedments The Contractor is responsible for protecting all Structure attachments and 10 embedments from the application of BST and HMA. 11 12 Drainage inlets that are to remain open, and expansion joints, shall be 13 cleaned out immediately after paving is completed. Materials passing 14 through expansion joints shall be removed from the bridge within 10 15 working days. 16 17 All costs incurred by the Contractor in protective measures and clean up 18 shall be included in the unit Contract prices for the associated Bid items of 19 Work. 20 21 6-08.3(10) HMA Compaction on Structure Decks 22 Compaction of HMA on Structure Decks shall be in accordance with Section 5- 23 04.3(10). 24 25 Work rejected in accordance with Section 5-04.3(11) shall include the 26 materials, work, and incidentals to repair an existing waterproof membrane 27 damaged by the removal of the rejected work. 28 29 6-08.3(11) Paved Panel Joint Seals and HMA Sawcut and Seal 30 Bridge paving joint seals shall be installed in accordance with Section 5- 31 32 04.3(12)B and the details shown in the Plans and Standard Plans. 33 When concrete joints are exposed after removal of Bituminous Pavement, the 34 joints shall be cleaned and sealed in accordance with Section 5-01.3(8) and 35 the paved panel joint seal details of the bridge paving joint seals Standard 36 Plan, including placement of the closed cell backer rod at the base of the 37 cleaned joint. If waterproofing membrane is required, the membrane shall be 38 slack or folded at the concrete joint to allow for Structure movements without 39 stress to the membrane. After placement of the HMA overlay, the second 40 phase of the paved panel joint seal shall be completed by sawing the HMA and 41 sealing the sawn joint in accordance with Section 5-04.3(12)B2. 42 43 6-08.4 Measurement 44 Removing existing Bituminous Pavement from Structure Decks will be measured by 45 the square yard of Structure Deck surface area with removed overlay. 46 47 Bridge deck repair will be measured by the square foot surface area of deck 48 concrete removed with the measurement taken at the plane of the top mat of steel 49 reinforcing bars. 50 51 Waterproof membrane will be measured by the square yard surface area of 52 Structure Deck and curb and header surface area covered by membrane. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 6-08.5 Payment Payment will be made for each of the following Bid items when they are included in the Proposal: "Structure Surveying", lump "Removing Existing Overlay From Bridge Deck_", per square yard. The unit Contract price per square yard for "Removing Existing Overlay From Bridge Deck_", shall be full) pay for performing the Work as specified for full removal of Bituminous Pavement on Structure Decks, including the removal of existing waterproof membrane and disposing of materials. "Bridge Deck Repair Br. No. I ", per square foot. The unit Contract price per square foot for "Bridge Deck Repair Br. No._" shall be full pay for performing the Work as specified, including removing and disposing of the concrete within the repair area and furnishing, placing, finishing, and curing the repair concrete. "Waterproof Membrane Br. The unit Contract price per shall be full pay for perform damaged or defective wate overlay. 26 6-09.AP6 27 Section 6-09, Modified Concrete Overl 28 April 4, 2016 29 6-09.3(8)A Quality Assurance for Mi 30 Concrete Overlays 31 The first sentence of the first paragraph is 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 per square yard. Tare yard for "Waterproof Membrane Br. No. the Work as specified, including repairing any )ofing membrane and repair of damaged HMA lica Modified and Fly Ash Modified to read the following two new sentences: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6-02.3(5)D and/ as specified in this Section after the Contractor has turned over the concrete for acceptance testing. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6-02.3(5)E. The last paragraph is deleted. 6-09.3(8)B Quality Assurance for L The first two paragraphs are deleted and The Engineer will perform slump, temper accordance with Section 6-02.3(5)D and has turned over the concrete for accepte as the concrete is being placed. Sample each mobile mixer and every other char( the first 2 minutes of continuous mixer of supplied to the Engineer in accordance AMENDMENTS TO THE 2016 STANDARD SPECI Revised: ,1/17/17 Modified Concrete Overlays ced with the following: ture, and entrained air tests for acceptance in is specified in this Section after the Contractor ce testing. The Engineer will perform testing shall be taken on the first charge through thereafter. The sample shall be taken after ;ration. Concrete samples for testing shall be th Section 6-02.3(5)E. 1 The second to last sentence of the last paragraph is revised to read: 2 3 Recommendations made by the technical representative on or off the jobsite shall be 4 adhered to by the Contractor. 5 6 6-10.AP6 43 6-12.3(9) Access Doors and Concrete Landing Pads 44 The first sentence of the last paragraph is revised to read: 45 46 The Contractor shall construct concrete landing pads for each access door location as 47 shown in the Plans. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 7 Section 6-10, Concrete Barrier 8 August 1, 2016 D 9 10 6-10.3(5) Temporary Concrete Barrier This section title is revised to read: 11 12 Temporary Barrier 13 14 The first paragraph is revised to read: 15 Q 16 For temporary barrier, the Contractor may use precast concrete barrier or temporary U 17 steel barrier. Temporary concrete barrier shall comply with Standard Plan requirements 18 and cross-sectional dimensions, except that: (1) it may be made in other lengths than 19 those shown in the Standard Plan, and (2) it may have permanent lifting holes no larger 20 than 4 inches in diameter or lifting loops. Temporary steel barrier shall be certified that it 21 meets NCHRP 350 or MASH crash test requirements and shall be installed in 22 23 accordance with the manufacturer's recommendations. 24 6-10.4 Measurement 25 The first sentence of the second paragraph is revised to read: 26 27 Temporary barrier will be measured by the linear foot along the completed line and 28 slope of the barrier, one time only for each setup of barrier protected area. 29 30 6-10.5 Payment 31 The Bid item "Temporary Conc. Barrier", per linear foot, and the paragraph following this Bid 32 item, is revised to read: 33 34 Temporary Barrier", per linear foot. 35 36 The unit Contract price per linear foot for "Temporary Barrier" shall be full pay'for all 37 costs, including furnishing, installing, connecting, anchoring, maintaining, temporary 38 storage, and final removal of the temporary barrier. 39 40 6-12.AP6 41 Section 6-12, Noise Barrier Walls 42 January 3,2017 43 6-12.3(9) Access Doors and Concrete Landing Pads 44 The first sentence of the last paragraph is revised to read: 45 46 The Contractor shall construct concrete landing pads for each access door location as 47 shown in the Plans. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6-12.5 Payment In the paragraph following the bid item "P "concrete landing pad" is revised to read 6-14.AP6 Section 6-14, Geosynthetic Retain January 3, 2017 6-14.3(2) Submittals The first sentence of the first paragraph is The Contractor shall submit Type 2E each wall. 6-14.5 Payment The bid item "Concrete Fascia Panel", per item are revised to read: "Concrete Fascia Panel For All costs in connection with constructil included in the unit Contract price per Geosynthetic Wall", including all steel polyethylene bond breaker strip, joint finish, and pigmented sealer (when sr footing, edge beam, anchor beam, an 6-19.AP6 Section 6-19, Shafts January 3, 2017 6-19.3 Construction Requirements This section is supplemented with the foll Barrier Wall Access Door", per each, ;rete landing pads". Walls sed to read: Drawings consisting of detailed plans for re foot, and the paragraph following this bid Wall", per square foot. the concrete fascia panels as specified shall be uare foot for "Concrete Fascia Panel For inforcing bars, premolded joint filler, alant, PVC pipe for weep holes, exterior surface ;ified), constructing and placing the concrete or rod assembly, and backfill. new subsection: 6-19.3(10) Engineer's Final Acceptance of Shafts The Engineer will determine final acceptance of each shaft, based on the nondestructive QA test results and analysis for the tested shafts, and will provide a response to the Contractor within 3 working days after receiving the test results and analysis submittal. 6-19.3(1)B Nondestructive Testing of Shafts This section's content is deleted and replacedl with the following new subsections: 6-19.3(1)B1 Nondestructive Quality Assurance (QA) Testing of Shafts Unless otherwise specified in the Special (Provisions, the Contractor shall perform nondestructive QA testing of shafts, except for those constructed completely in the dry. Either crosshole sonic log (CSL) testing in accordance with ASTM D 6760 or thermal integrity profiling (TIP) testing in accordance with ASTM D 7949 shall be used. AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 6-19.3(1)B2 Nondestructive Quality Verification (QV) Testing of Shafts 3 The Contracting Agency may perform QV nondestructive testing of shafts that have 4 been QA tested by the Contractor. The Contracting Agency may test up to ten percent 5 of the shafts. The Engineer will identify the shafts selected for QV testing and the 6 testing method the Contracting Agency will use. 7 8 9 The Contractor shall accommodate the Contracting Agency's nondestructive testing. 10 6-19.3(2) Shaft Construction Submittal 11 This section is revised to read: 12 13 The shaft construction submittal shall be comprised of the following four components: 14 construction experience; shaft installation narrative; shaft slurry technical assistance; a 15 and nondestructive QA testing personnel. The submittals shall be Type 2 Working 16 Drawings, except the shaft slurry technical assistance and nondestructive QA testing 17 personnel submittals shall be Type 1. 18 19 This section is supplemented with the following new subsection: 20 21 22 6-19.3(2)D Nondestructive QA Testing Organization and Personnel The Contractor shall submit the names of the testing organizations, and the names of 23 the personnel who will conduct nondestructive QA testing of shafts. The submittal shall 24 include documentation that the qualifications specified below are satisfied. For TIP 25 testing, the testing organization is the group that performs the data analysis and 26 produces the final report. The testing organizations and the testing personnel shall meet 27 the following minimum qualifications: 28 29 1. The testing organization shall have performed nondestructive tests on a 30 minimum of three deep foundation projects in the last two years. 31 32 2. Personnel conducting the tests for the testing organization shall have a 33 minimum of one year experience in nondestructive testing and interpretation. 34 35 3. The experience requirements for the organization and personnel shall be 36 consistent with the testing methods the Contractor has selected for 37 nondestructive testing of shafts. 38 39 4. Personnel preparing test reports shall be a Professional Engineers, licensed 40 under Title 18 RCW, State of Washington, and in accordance with WAC 196- 41 23-020. 42 43 6-19.3(3) Shaft Excavation 44 45 The second paragraph is revised to read: 46 Shaft excavation shall not be started until the Contractor has received the Engineer's 47 acceptance for the reinforcing steel centralizers required when the casing is to be pulled 48 during concrete placement. 49 50 This section is supplemented with the following: ® 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Except as otherwise noted, the Contractor shall not commence subsequent shaft excavations until receiving the Engineer's acceptance of the first shaft, based on the results and analysis of the nondestructive testing for the first shaft. The Contractor may commence subsequent shaft excavations prior to receiving the Engineer's acceptance of the first shaft, provided the following condition is satisfied: The Engineer permits continuing observations of the construction c conformance to the shaft installat 19.3(2)B, and the Engineer's revi daily logs concerning excavation, placement. 6-19.3(5)B Steel Reinforcing Bar C This section is supplemented with the fol Ith shaft construction based on the Engineer's the first shaft, including, but not limited to, n narrative in accordance with Section 6- v of Contractor's daily reports and Inspector's teel reinforcing bar placement, and concrete Centralizers ng new sentence: The Contractor shall furnish and install ladditional centralizers as required to maintain the specified concrete cover throughout the length of the shaft. 6-19.3(5)C Concrete Cover Over Steel Reinforcing Bars In the table, the second column (including heading) is revised to read: Minimum Concrete Cover, and Concrete Cover Tolerance, Except at Permanent Slip Casing Inches 3,-11/2 4,-2 4,-2 6,-3 The following new paragraph is inserted after the table: The concrete cover tolerances specified above apply to the concrete cover specified in the Plans, even if A exceeds the minimum concrete cover. 6-19.3(6) Access Tubes for CrossholelSonic Log (CSL) Testing This section title is revised to read: 6-19.3(6) Contractor Furnished This section is supplemented with the fo 6-19.3(6)D Shafts Requiring Thermal The Contractor shall furnish and install i wire method of TIP testing, except as of es for Nondestructive QA Testing three new subsections: vire ermal wire in all shafts receiving the thermal erwise noted in Section 6-19.3(1)B1. 6-19.3(6)E Thermal Wire and Thermal Access Points (TAPS) The thermal wire and associated couplers shall be obtained from the source specified in the Special Provisions. The Contractor shall securely attach the toermal wire to the interior of the reinforcement cage of the shaft in conformance with the supplier's instructions. At a minimum, one AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONSI BOOK Revised: 1/17/17 1 thermal wire shall be furnished and installed for each foot of shaft diameter, rounded to 2 the nearest whole number, as shown in the Plans. The number of thermal wires for 3 shaft diameters specified as "X feet 6 inches" shall be rounded up to the next higher 4 whole number. The thermal wires shall be placed around the shaft, inside the spiral or 5 hoop reinforcement, and tied to the vertical reinforcement with plastic "zip" ties at a 6 maximum spacing of 2 -feet. Steel tie wire shall not be used. 7 8 The thermal wire shall be installed in straight.alignment and taut, but with enough slack 9 to not be damaged during reinforcing cage lofting. The wires shall be as near to parallel 10 to the vertical axis of the reinforcement cage as possible. The thermal wire shall extend 11 from the bottom of the reinforcement cage to the top of the shaft, with 15 -feet of slack 12 wire provided above the top of shaft. Care shall be taken to prevent damaging the 13 thermal wires during reinforcement cage installation and concrete placement operations 14 in the shaft excavation. 15 16 After completing shaft reinforcement cage fabrication at the site and prior to installation 17 of the cage into the shaft excavation, the Contractor shall install and connect thermal 18 access points (TAPS) to the thermal wires. The TAPS shall record data for at least one 19 hour after the cage is placed in the excavation to measure the slurry temperature and 20 enable the steel and slurry temperatures to equilibrate prior to placing concrete in the 21 shaft. The TAPS shall record and store data every 15 minutes. The TAPS shall remain 22 active for a minimum of 36 hours. 23 24 Prior to beginning.concrete placement the TAPS shall be checked to ensure they are 25 recording data and that the wires have not been damaged. If a TAP unit is not 26 functioning due to a damaged wire, the Contractor shall repair or replace the wire. If a 27 TAP unit fails or a wire breaks after concrete placement has started, the Contractor 28 shall not stop the concrete placement operation to repair the wire. 29 30 6-19.3(6)F Use of Access Tubes for TIP Testing Under the Thermal Probe Method 31 The Contractor may use access tubes for TIP testing under the thermal probe method. 32 Access tubes shall be cared for in accordance with Section 6-19.3(6)C. Prior to TIP 33 testing under the thermal probe method, the water in each'tube shall be removed, 34 collected, and stored in an insulated container. The access tube shall be blown dry and 35 swabbed to remove residual water. After TIP testing, the collected and stored tube 36 water shall be introduced back into the access tube. New potable water may be used, 37 provided the water temperature is not more than 10°F cooler than the average concrete 38 temperature measured by the probe. 39 40 6-19.3(6)A Shafts Requiring CSL Access Tubes 41 This section, including title, is revised to read: 42 43 6-19.3(6)A Shafts Requiring Access Tubes 44 The Contractor shall furnish and install access tubes in all shafts receiving CSL testing 45 or the thermal probe method of TIP testing, except as otherwise noted in Section 6- 46 19.3(1)B1. 47 48 6-19.3(6)B Orientation and Assembly of the CSL Access Tubes 49 This section's title is revised to read: 50 51 6-19.3(6)B Orientation and Assembly of the Access Tubes 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-19.3(6)C Care for CSL Access Tu This section's title is revised to read: 6-19.3(6)C Care for Access Tubes Testing The second sentence is revised to read: The Contractor shall keep all of a completion of nondestructive QA 6-19.3(7)A Concrete Class for Shaft This section is revised to read: Shaft concrete shall be Class 5000P 6-19.3(7)B Concrete Placement Req The last sentence of the last paragraph is The Section 6-02.3(6) restriction for 5 placement of concrete into a shaft. 6-19.3(7)1 Requirements for Placing This section is revised to read: from Erection through CSL Testing Erection Through Nondestructive QA 's -access tubes full of water through the a of that shaft. ng to Section 6-02. rements rised to read: maximum free fall shall not apply to ncrete Above the Top of Shaft Concrete shall not be placed above the�top of shaft (for column splice zones, columns, footings, or shaft caps) until the Contractor receives the Engineer's'acceptance of nondestructive QA testing, if performed at that shaft, and acceptance of the shaft.. 6-19.3(9) Nondestructive Testing of Shafts (Crosshole Sonic Log (CSL) Testing) This section, including title, is revised to read,: 6-19.3(9) Nondestructive QA Testing of Shafts The Contractor shall provide nondestructive QA testing and analysis on all shafts with access tubes or thermal wires and TAPS facilitating the testing (See Section 6- 19.3(1)B). The testing and analysis shall be performed by the testing organizations identified by the Contractor's submittal in, accordance with Section 6-19.3(2)D. The Engineer may direct that additional ti soft bottom are detected by the Contractc confirms the presence of a defect(s) in tli resulting from the additional testing shall Section 1-05.6. If the additional testing in, costs and the delay costs resulting from t Contracting Agency in accordance with S on the critical path of the Contractor's sct created by the additional testing will be gi 6-19.3(9)A Schedule of CSL Testing This section, including title, is revised to read: AMENDMENTS TO THE 2016 STANDARD S Revised: 1117117 sting be performed at a shaft if anomalies or a is testing. If additional testing at a shaft shaft, the testing costs and the delay costs ►e borne by the Contractor, in accordance with licates that the shaft has no defect, the testing ie additional testing will be paid by the action 1-05.6, and, if the shaft construction is edule, a time extension equal to the delay anted in accordance with Section 1-08.8. BOOK I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 6-19.3(9)A TIP Testing Using Thermal Probes or CSL Testing 2 If selected as the nondestructive QA testing method by the Contractor, TIP testing using 3 thermal probes, or CSL testing shall be performed after the shaft concrete has cured at 4 least 96 hours. Additional curing time prior to testing may be required if the shaft 5 concrete contains admixtures, such as set retarding admixture or water -reducing 6 admixture, added in accordance with Section 6-02.3(3). The additional curing time prior 7 to testing required under these circumstances shall not be grounds for additional 8 compensation or extension of time to the Contractor in accordance with Section 1-08.8. 9 10 6-19.3(9)B Inspection of CSL Access Tubes 11 12 This section's title is revised to read: 13 6-19.3(9)B Inspection of Access Tubes 14 15 6-19.3(9)C Engineer's Final Acceptance of Shafts 16 This section, including title, is revised to read: 17 18 6-19.3(9)C TIP Testing With Thermal Wires and TAPs 19 If selected as the nondestructive QA testing method by the Contractor, TIP testing with 20 thermal wires and TAPs (See Section 6-19.3(6)E) shall be performed. The TIP testing 21 shall commence at the beginning of the concrete placement operation, recording 22 temperature readings at 15 -minute intervals until the peak temperature is captured in 23 the data. Additional curing time may be required if the shaft concrete contains - 24 admixtures, such as set retarding admixture or water -reducing admixture, added in 25 accordance with Section 6-02.3(3). The additional curing time required under these 26 circumstances shall not be grounds for additional compensation or extension of time to 27 the Contractor in accordance with Section 1-08.8. 28 29 TIP testing shall be conducted at all shafts in which thermal wires and TAPs have been 30 installed for thermal wire analysis (Section 6-19.3(6)A). 31 32 6-19.3(9)D Requirements to Continue Shaft Excavation Prior to Acceptance of 33 First Shaft 34 This section, including title, is revised to read: 35 36 6-19.3(9)D Nondestructive QA Testing Results Submittal n 37 The Contractor shall submit the results and analysis of the nondestructive QA testing for 38 each shaft tested. The Contractor shall submit the test results within three working days �f 39 of testing. Results shall be a Type 1 Working Drawing presented in a written report. 40 41 TIP reports shall include: 42 43 1. A map or plot of the wire/tube location within the shaft and their position 44 relative to a known and identifiable location, such as North. 45 46 2. Graphical displays of temperature measurements versus depth of each wire or 47 48 tube for the analysis time selected, overall average temperature with depth, shaft radius or diameter with depth, concrete cover versus cage with position 49 depth, and effective radius. 50 n 51 3. The report shall identify unusual temperatures, particularly significantly cooler j� 52 local deviations from the overall average. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 . 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 4. The report shall identify the questionable concrete is ide a. Satisfactory (S) - 0 to Met b. Questionable (Q) - EffE Average Diameter Red 5. Variations in temperature bi correspond to variations in 6. Where shaft specific constri the top of shaft, bottom of c noted on all pertinent graph CSL reports shall include: 1. A map or plot of the tube Ic a known and identifiable to 2. Graphical displays of CSL E versus depth or velocity ver 3. The report shall identify the poor concrete is identified, present. n and extent where satisfactory or Effective Radius Reduction and Cover Criteria ✓e Local Radius Reduction > 6%, Effective Local ion > 4%, or Cover Criteria Not Met ,een wire/tubes (at each depth) which in tum le alignment. Ion information is available (e.g. elevations of ng, bottom of shaft, etc.), these values shall be I displays. i within the shaft and their position relative to , such as North. :rgy versus Depth and CSL signal arrival time s depth. in and extent where good, questionable, and no signal was received, or where water is a. Good (G) - No signal distortion and decrease in signal velocity of 10% or less is indicative of good quality concrete. b. Questionable (Q) - Minor signal distortion and a lower signal amplitude with a decrease in signal velocity between 10% and 20%. c. Poor (P) - Severe signal distortion and much lower signal amplitude with a decrease in signal velocity of 20% or more. d. No Signal (NS) - No signal was received e. Water (W) -A measured signal velocity. of nominally V = 4,800 to 5,000 fps. All QA test reports will provide a recom recommendation for further review by t testing, investigation or repair to addre: 6-19.3(9)E Additional CSL Testing This section, including title, is revised to rea 6-19.3(9)E Vacant AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1/17/17 sndation to accept the shaft as -is, Engineer, or will provide a plan for further any deficiencies identified by the testing. BOOK 1 6-19.3(9)1 Requirements for CSL Access Tubes and Cored Holes After CSL 2 Testing 3 This section's title is revised to read: 4 5 6-19.3(9)1 Requirements for Access Tubes and Cored Holes After CSL Testing 6 7 6-19.4 Measurement 8 This section is revised to read: 9 10 Constructing shafts will be measured by the linear foot. The linear foot measurement 11 will be calculated using the top of shaft elevation and the bottom of shaft elevation for 12 each shaft as shown in the Plans. 13 14 Rock excavation for shaft, including haul, will be measured by the linear foot of shaft 15 excavated. The linear feet measurement will be computed using the top of the rock line, 16 defined as the highest bedrock point within the shaft diameter, and the bottom elevation 17 shown in the Plans. 18 19 QA shaft test will be measured once per shaft tested. 20 21 6-19.5 Payment 22 This section is revised to read: 23 24 Payment will be made for the following Bid items when they are included in the 25 Proposal: 26 27 "Constructing_Diam. Shaft", per linear foot. 28 The unit Contract price per linear foot for "Constructing_Diam. Shaft" shall be full 29 pay for performing the Work as specified, including: 30 31 1. Soil excavation for shaft, including all costs in connection with furnishing, 32 mixing, placing, maintaining, containing, collecting, and disposing of all 33 mineral, synthetic and water slurry, and disposing of groundwater 34 collected by the excavated shaft. 35 36 2. Furnishing and placing temporary shaft casing, including temporary casing 37 in addition to the required casing specified in the Special Provisions, and 38 including all costs in connection with completely removing the casing after 39 completing shaft construction. 40 41 3. Furnishing permanent casing for shaft. 42 43 4. Placing permanent casing for shaft. 44 45 5. Casing shoring, including all costs in connection with furnishing and 46 installing casing shoring above the specified upper limit for casing shoring 47 but necessary to provide for sufficient water head pressure to resist 48 artesian water pressure present in the shaft excavation, removing casing 49 shoring, and placing seals when required. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6. Furnishing and placing steel reinforcing bar and epoxy -coated steel reinforcing bar, including furnishing and installing steel reinforcing bar centralizers. 7. Installation of CSL tubes or thermal wires. 8. Furnishing, placing and curing concrete to the top of shaft or to the construction joint at the base of the shaft -column splice zone as applicable. Payment for "Constructing_Diam.Shaft" will be made upon Engineer acceptance of the shaft, including completion of satisfactory QA shaft tests as applicable. "Rock Excavation For Shaft Including Haul", per linear foot. When rock excavation is encountered, payment for rock excavation is in addition to the unit Contract price per linear foot; for "Constructing_Diam. Shaft" "Shoring Or Extra Excavation Cl. A - The lump sum Contract price for "Sh full pay for performing the Work as s all excavation outside the limits spec including haul, all temporary telescol the limits of required temporary casil _", lump sum. ring Or Extra Excavation Cl. A - _" shall be ecified, including all costs in connection with ied for soil and rock excavation for shaft ng casings, and all temporary casings beyond t specified in the Special Provisions. "QA Shaft Test", per each. The unit Contract price per each for 'SQA Shaft Test" shall be full pay for performing the Work as specified, including operating all associated accessories necessary to record and process data and develop the summary QA test reports. Section 1-04.6 does not apply to this bid item. "Removing Shaft Obstructions", estir Payment for.removing, breaking -up, in Section 6-19.3(3)E, will be made f necessary to deal with the obstructic evaluate the effort made and reach utilized, and the number of hours inv their duration have been agreed upc using the rate and markup methods providing a common proposal for all an amount for the item "Removing S become a part of the total Bid by the r pushing aside shaft obstructions, as defined r the changes in shaft construction methods . The Contractor and the Engineer shall treement on the equipment and employees Ived for each. Once these cost items and , the payment amount will be determined pecified in Section 1-09.6. For the purpose of Bidders, the Contracting Agency has entered aft Obstructions" in the Bid Proposal to If drilled shaft tools, cutting teeth, casing or Kelly bar is damaged as a result of the obstruction removal work, the Contractor will be compensated for the costs to repair this equipment in accordance with Section 1-09.6. If shaft construction equipment is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations If labor is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then all labor costs resulting AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 from Contractor labor agreements and established Contractor policies will be added 2 to the payment calculations. 3 4 The Contractor shalf perform the amount of obstruction Work estimated by the 5 Contracting Agency within the original time of the Contract. The Engineer will 6 consider a time adjustment and additional compensation for costs related to the 7 extended duration of the shaft construction operations, provided: 8 9 1. The dollar amount estimated by the Contracting Agency has been 10 exceeded, and 11 12 2. The Contractor shows that the obstruction removal Work represents a 13 delay to the completion of the project based on the current progress 14 schedule provided in accordance with Section 1-08.3. 15 16 17 7-02.AP7 18 Section 7-02, Culverts 19 January 3, 2017 20 7-02.2 Materials 21 The following three new items are inserted after the item "Aggregate for Portland Cement 22 Concrete: 23 24 Gravel Backfill for Pipe Zone Bedding 9-03.12(3) 25 Butyl Rubber Sealant 9-04.11 26 External Sealing Band 9-04.12 27 28 The last paragraph is deleted. 29 , 30 7-02.3(6) Precast Reinf. Conc. Three Sided Structures, Box Culverts and Split 31 Box Culverts 32 This section is supplemented with the following new paragraph: 0 33 34 When the Plans include a complete set of design details for a Structure (defining panel 35 shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, 36 and connection details), the design and load rating preparation and calculation submittal 37 requirements of Sections 7-02.3(6)A1 and 7-02.3(6)A2 do not apply for the components 38 shown in the Plans, but all other requirements of this Section remain in effect. The 39 Contractor may propose alternate concrete culvert designs, accommodating the same 40 rise, span, and length as shown in the Plans, to replace the Structure details shown in 41 the Plans. If an alternate concrete culvert design is proposed, all of the requirements of 42 this Section, including design and load rating preparation and calculation submittal, 43 apply. 44 a 45 46 7-02.3(6)A General This section is supplemented with the following two new paragraphs: 47 48 Tolerances for PRCTSS shall be as follows: 49 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Internal Dimensions -- The internal dimension shall not vary more than 1 percent or 2 inches, whichever is less, from the Plan dimensions. The haunch dimensions shall not vary more ithan 3/4 inch from the Plan dimensions. 2. Slab and Wall Thickness —The Islab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 1/2 inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection if proper joining is gIot affected. 3. Length of Opposite Surfaces — Variations in lengths of two opposite surfaces of the three -sided section shall l of be more than 3/4 inch unless beveled sections are being used to accommodate a curve in the alignment. 4. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. Tolerances for PRCBC and PRCSBC shall be as follows: 1. Internal Dimensions — The inter i al dimensions shall not vary more than 1 percent from the Plan dimensions. If haunches are used, the haunch dimensions shall not vary more than'/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The 'slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 3/6 inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection. 3. Length of Opposite Box Segments — Variations in lengths of two opposite surfaces of the box segments shall not be more than 1/8 inch per foot of internal span, with a maximum of 5/8 inchI for all sizes through 7 feet internal span, and a maximum of 3/4 inch for internal spans greater than 7 feet, except where beveled sections are being used, to accommodate a curve in the alignment. 4. Length of Box Segments — The underrun in length of a segment shall not be more than 1/8 inch per foot of length with a maximum of 1/2 inch in any box segment. 5. Length of Legs and Slabs — The variation in length of the legs shall not be more than 1/8 inch per foot of the Irise of the leg per leg with a maximum of 6/6 inches. The differential length between opposing legs of the same segment shall not be more than 1/2 inch. Length of independent top slab spans shall not vary by more than 1/8 inch per fo t of span of the top slab, with a maximum of % inches. 6. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. This section is supplemented with the followi 7-02.3(6)A5 Wingwalls and Retaining Wingwalls and retaining walls (including ( constructed in accordance with the Contr AMENDMENTS TO THE 2016 STANDARD SPECIFICATIO Revised: 1/17/17 new subsection: IIs I walls and headwalls) shall be ir's design and Working Drawing submittal 1 1 or when the Plans include a complete set of design details for a wall (defining panel 2 shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, 3 and connection details);the,details shown in the Plans. 5 Precast concrete construction shall conform to Sections 6-02.3(28) and 6-11.3(3). 6 7 Culvert bedding material shall be furnished, placed, and compacted in accordance with 8 Section 7-02.3(6)A4. 9 10 7-02.3(6)A1 Design Criteria 11 The first sentence of the last paragraph is revised to read: 12 13 Whenever the minimum finished backfill or surfacing depth above the top of the 14 Structure is less than V-0" (except when the top of the Structure is directly exposed to 15 vehicular traffic), either all steel reinforcing bars in the span unit shall be epoxy -coated 16 with 2" minimum concrete cover from the face of concrete to the face of'the top mat of 17 steel reinforcing bars, or the minimum concrete cover shall be 2'/2'. 18 19 The last sentence of the last paragraph is revised to read: 20 21 Concrete cover from the face of any concrete surface to the face of any steel 22 reinforcement shall be 1 -inch minimum end clearance at all joints, and 2 -inches 23 minimum at all other locations. 24 25 7-02.3(6)A2 Submittals 26 The first paragraph is revised to read: 27 28 The Contractor shall submit shop drawings of the precast Structures. Fabrication shop 29 drawings replicating complete design details when shown in the Plans shall be Type 2 30 Working Drawings. Submittals completing the design based on the schematic 31 geometric requirements shown in the Plans, or proposing a Contractor designed 32 alternative concrete culvert Structure shall be Type 2E Working Drawings with 33 supporting design calculations. 34 35 The last paragraph is revised to read: 36 37 For precast Structures with a span length greater than 20 -feet (as defined in Section 7- 38 02.3(6)A1), except when the depth of fill above the top of culvert exceeds the Structure 39 span length, a Type 2E Working Drawing shall be submitted consisting of a load rating 40 report prepared in accordance with the AASHTO Manual for Bridge Evaluation and 41 WSDOT Bridge Design Manual LRFD M 23-50 Chapter 13. Soil pressures used shall 42 include effects from the backfill material and compaction methods, and shall be in 43 accordance with the WSDOT Geotechnical Design Manual M 46-03 and the 44 geotechnical report prepared for the project. 45 46 7-02.3(6)A3 Casting 47 This section is revised to read: 48 49 Concrete shall conform to Section 6-02.3(28)B, with a 28 -day compressive strength as 50 specified in the Plans or the Working Drawings submittal. 51 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 7-02.3(6)A4 Excavation and Bedding Preparation The last paragraph is revised to read: The upper layer of bedding course shall bedding material, defined as granular m or to AASHTO Grading No. 57 as specil culvert bedding material shall extend 1-1 Structure footing as applicable. The cul accordance with the Section 2-09.3(1)E compaction, the culvert bedding materia line and grade. Voids in the screeded c rescreeded prior to erecting the precast 7-02.3(6)B3 Erection The last paragraph is revised to read: Adjacent precast sections shall be conne accordance with Section 6-03.3(25). Wel steel plates being welded when welding not exceed 6'-0". After connecting the we exposed metal surfaces with one coat of Keyways shall be filled with grout confon 7-02.3(6)C1 Casting This section is revised to read: )e a 6 -inch minimum thickness layer of culvert terial either conforming to Section 9-03.12(3) :d in Section 9-03.1(4)C. The plan limits of the of beyond the plan limits of the culvert or the art bedding material shall be compacted in equirements for gravel backfill for drains. After shall be screeded transversely to the specified Ivert bedding material shall be filled and then ;ted by welding the weld -tie anchors in ling ground shall be attached directly to the ie weld -ties. The weld -tie anchor spacing shall d -tie anchors, the Contractor shall paint the ield primer conforming to Section 9-08.1(2)F. iing to Section 9-20.3(2). PRCSBC shall consist of lid elements and "U" shaped base elements. The vertical legs of the "U" shaped base elements shall be full height matching the rise of the culvert, except as otherwise specified for culvert spans greater than 20 -feet. For PRCSBC spans greater than 20 -feet (as defined in Section 7-02.3(6)A1), the lid elements may include vertical legs of a maximum length of 4 -feet. All vertical and horizontal joints of PRCB( groove type joints, except PRCBC and PI keyway joints connected by weld -tie anct The weld -tie anchor spacing shall not exc galvanized steel tie plates across each to tongue and groove joint between upper a Plans or required by the seismic designee 02.3(6)A1. 7-02.3(6)C3 Erection This section is revised to read: PRCBC and PRCSBC shall be erected a sequence specified in the Working Drawi restrictions specified in Section 6-02.3(2: The Contractor shall install a continuous and groove joints prior to connecting the sealant shall have a minimum cross sec shown in the Plans. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIO Revised: 1/17/17 and PRCSBC elements shall be tongue and CSBC of 20 -foot span or less may have rs in accordance with Section 6-02.3(25)0. ed 6'-0". There shall be at least two unit tongue and groove joint and each d lower units, unless otherwise shown in the completed in accordance with Section 7- backfilled in accordance with the erection submittal, and the construction equipment of butyl rubber sealant within all tongue cast elements together. The butyl rubber of/2-inch by 1'/2 -inch, unless otherwise BOOK I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 D 2 After connecting the joints with weld -tie anchors, the Contractor shall paint the exposed 3 metal surfaces with one coat of field primer conforming to Section 9-08.1(2)F. Keyways 4 shall be filled with grout conforming to Section 9-20.3(2). 5 6 The Contractor shall wrap all exterior joints along the top and sides of the PRCBC and 7 PRCSBC with a 12 -inch wide strip of external sealing band centered about the joint and 8 9 adhesively bonded to the concrete surface. 10 Backfill beside the PRCBC and PRCSBC shall be brought up in sequential layers, 11 compacted concurrently. The difference in backfill height on opposing sides of the ' 12 Structure shall not exceed 2 -feet. 13 14 7-02.4 Measurement 15 This section is supplemented with the following: 16 17 Culvert bedding material will be measured by the cubic yard of material placed. 18 19 7-02.5 Payment 20 This section is supplemented with the following: 21 22 "Culvert Bedding Material', per cubic yard. 23 24 7-08.AP7 25 Section 7-08, General Pipe Installation Requirements 26 January 3, 2017 27 7-08.3(1)A Trenches 28 The second sentence of the last paragraph is revised to read: 29 30 The embankment material shall be compacted to 95 percent of maximum density and 31 the moisture content at the time of compaction shall be between optimum and 3 32 percentage points below optimum as determined by the Compaction Control Tests 33 specified in Section 2-03.3(14)D. 34 35 8-01.AP8 36 Section 8-01, Erosion Control and Water Pollution Control 37 August 1, 2016 38 8-01.2 Materials 39 This section is supplemented with the following new paragraph: 40 41 Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01. 42 43 8-01.3(7) Stabilized Construction Entrance 8 44 The last sentence of the first paragraph is revised to read: 45 46 47 Material used for stabilized construction entrance shall be free of extraneous materials that may cause to track or contribute out. I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 8-01.3(8) Street Cleaning This section.is revised to read: Self-propelled street sweepers shall be used to remove and collect sediment and other debris from the Roadway, whenever req 1 ired by the Engineer. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State. Street sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards. Material collected by the street sweeper'shall be disposed of in accordance with Section 2-03.3(7)C. Street washing with water will require the concurrence of the Engineer. 8-09.AP8 Section 8-09, Raised Pavement Marke January 3, 2017 8-09.5 Payment In the last paragraph, "flaggers and spotters 8-10.AP8 23 Section 8-10, Guide Posts 24 January 4, 2016 25 8-10.3 Construction Requirements 26 The last sentence of the second paragraph i 27 . 28 8-11.AP8 29 Section 8-11, Guardrail 30 January 17, 2017 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 is revised to read "flaggers". s deleted. 8-11.3(1)C Terminal and Anchor Installation This section is supplemented with the following new paragraph: Beam Guardrail Non -flared Terminals for Type 1 guardrail shall meet the crash test and evaluation criteria of NCHRP 350 or the Manual for Assessing Safety Hardware (MASH). Beam Guardrail Non -flared Terminals for Type 31 guardrail shall meet the crash test and evaluation criteria of MASH. 8-11.3(1)F Removing and Resetting Beam Guardrail The last sentence of the first paragraph is deleted. 8-11.5 Payment The paragraph following the Bid item foot is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECI Revised: 1/17/17 and Resetting Beam Guardrail", per linear BOOK AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 The unit Contract price per linear foot for "Removing and Resetting Beam Guardrail' D 2 shall be full payment for all costs to perform the Work as described in Section 8- 3 11.3(1)F, except for replacement posts and blocks. 4 5 The paragraph following the Bid item "Raising Existing Beam Guardrail', per linear foot is 6 revised to read: 7 8 9 The unit Contract price per linear foot for "Raising Existing Beam Guardrail' shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)E, except for 10 replacement posts and blocks. 11 12 8-20.AP8 13 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation 14 Systems, and Electrical 15 January 3, 2017 16 8-20.1(1) Regulations and Code 17 The second paragraph is revised to read: 18 19 Wherever reference is made in these Specifications or in the Special Provisions to the ' 20 Code, the rules, or the standards mentioned above, the reference shall be construed to 21 mean the code, rule, or standard that is in effect on the Bid advertisement date. 22 23 8-20.3(5)A General 24 The last paragraph is revised to read: 25 26 Immediately after the sizing mandrel has been pulled through, install an equipment 27 grounding conductor if applicable (see Section 8-20.3(9)) and any new or existing wire 28 or cable as specified in the Plans. Where conduit is installed for future use, install a 29 200 -pound minimum tensile strength pull string with the equipment grounding 30 conductor. The pull string shall be attached to duct plugs or caps at both ends of the 31 conduit. 32 33 8-20.3(5)A1 Fiber Optic Conduit 34 The last paragraph is deleted. 35 36 8',-20.3(5)B Conduit Type 37 The second and third paragraphs are deleted and replaced with the following new 38 39 paragraph: 40 PVC and HDPE conduits shall be Schedule 80 unless installed as innerduct. 41 a 42 .8-20.3(5)D Conduit Placement 43 Item number 2 is revised to read: 44 45 2. 24 -inches below the top of the untreated surfacing on a Roadbed. 46 47 8-20.3(9) Bonding, Grounding 48 The following two new paragraphs are inserted after the first paragraph: 49 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Install an equipment grounding condi equipment grounding conductor is ca For each new conduit with innerduct in one of the innerducts unless otherwise The fourth paragraph (after the preceding Bonding jumpers and equipment groun Section 9-29.3(2)A3 shall be minimum Where existing conduits are used for tl' grounding conductor shall be installed which is appropriate for the largest circ The equipment ground conductor betw fixtures shall be minimum #14 AWG str are enclosed in a common conduit, the by the largest overcurrent device servir The second sentence of the fifth paragraph revised to read: in all new conduit, whether or not the for in the wire schedule. II an equipment grounding conductor in only juired by the NEC or the Plans. ndments are applied) is revised to read: ng conductors meeting the requirements of 3 AWG, installed in accordance with the NEC. installation of new circuits, an equipment iless an existing equipment ground conductor, r, is already present in the existing raceway. m the isolation switch and the sign lighter ided copper conductor. Where parallel circuits quipment-grounding conductor shall be sized any circuit contained within the conduit. the preceding Amendments are applied) is A non -insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on connector (crimped with a manufacturer recommended crimper) shall be connected to the junction box frame or frame bonding stud, the other end shall be crimped to the equipment bonding conductor, using a "C" type crimp connector. The last two sentences of the sixth paragraph (after the preceding Amendments are applied) are revised to read: For light standards, signal standards, cantilever and sign bridge Structures the supplemental grounding conductor shall be #4 AWG non -insulated stranded copper conductor. For steel sign posts which support signs with sign lighting or flashing beacons the supplemental grounding conductor shall be #6 AWG non insulated stranded copper conductor. The fourth to last paragraph is revised to Install a two grounding electrode syster electrical service installation and at eac entrance grounding electrode system s Standard Plans. If soil conditions make impossible an alternate installation pros Maintain a minimum of 6 feet of separa within the grounding system. Groundin( core materials and shall be solid rods n diameter or not less than 8 feet in lenot 8-20.3(13)A Light Standards The first sentence in the second to last AMENDMENTS TO THE 2016 STANDARD SPECI Revised: 1/17/17 at each service entrance point, at each separately derived power source. The service all conform to the "Service Ground" detail in the ertical grounding electrode installation �dure as described in the NEC may be used. :)n between any two grounding electrodes electrodes shall be bonded copper, ferrous t less than 10 feet in length if they are 1/2 inch in if they are % inch or larger'in diameter. h is revised to read: BOOK a 1 All new and relocated metal light standards shall be numbered for identification using 2 painted 4 inch block gothic letters (similar to series C highway lettering) and numbers 3 installed 3 feet above the base facing the Traveled Way. 4 5 The numbered list in the second to last paragraph is deleted and replaced with the following: 6 7 NN 8 9 CC -SSSS VVV 10 11 Where: 12 NN— Is the pole number as identified in the Plans. May be one or more characters. 13 CC — Is the circuit letter as identified in the Plans. May be one or more characters. 14 SSSS— Is he service cabinet number as identified in the Plans. Do not include the 15 two or three letter prefix. Up to four digits - do not include leading zeros. 16 VVV — Is the operating voltage of the luminaire. Always three digits. 17 18 8-20.3(13)C Luminaires 19 The first paragraph is revised to read: 20 ' 21 22 The Contractor shall mark the installation date on the inside of the luminaire ballast or driver housing using a permanent marking pen. 23 24 8-22.AP8 ' 25 Section 8-22, Pavement Marking 26 January 4, 2016 27 8-22.4 Measurement 28 The first two sentences of the fourth paragraph are revised to read: 29 30 The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled 31 Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", 32 33 Painted Stop Line", Plastic Stop Line", Painted Wide Dotted Entry Line", or Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or 34 profiled plastic line installed. No deduction will be made for the unmarked area when the 35 marking includes a broken line such as, wide broken lane line, drop lane line, wide 36 dotted lane line or wide dotted entry line. 37 38 8-22.5 Payment 39 The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", 40 per linear foot: 41 42 "Painted Wide Dotted Entry Line", per linear foot. 43 44 "Plastic Wide Dotted Entry Line", per linear foot. 45 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117117 1 9-01.AP9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 9-01, Portland Cement January 3, 2017 This section's title is revised to read: Cement 9-01.1 Types of Cement This section is revised to read: Cement shall be classified as portland hardening hydraulic cement. 9-01.2(2) Vacant This section, including title, is revised to 9-01.2(2) Rapid Hardening Hydraulic Rapid hardening hydraulic cement shall 9-01.2(3) Low Alkali Cement This section is renumbered as follows: 9-01.2(1)A Low Alkali Cement 9-01.2(4) Blended Hydraulic Cement This section is renumbered as follows: 9-01.2(1)B Blended Hydraulic Ce In the first paragraph, the last two blended hydraulic cement, or rapid knt the requirements of ASTM C 1600. of item number 3 are revised to read: Separate testing of each source of fly ash at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in I Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the firstara rap h the last two sentences of item number 4 are revised to read: p 9 Separate testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the first paragraph, the last two sentences of item number 5 are revised to read: ' Separate testing of each source of fly shall be conducted in accordance with prescribed in Section 9.3 of the test pr percent or less. 9-01.3 Tests and Acceptance The second paragraph is revised to read: or slag at each proposed replacement level rM C1012 at the storage temperature ' Jure. Expansion at 180 days shall be 0.10 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 L, 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 L 2 Cement producers/suppliers that certify portland cement or blended hydraulic cement 3 shall participate in the Cement Acceptance Program as described in WSDOT Standard 4 Practice QC 1. Rapid hardening hydraulic cement producers/suppliers are not required 5 to participate in WSDOT Standard Practice QC 1. 6 7 9-03.AP9 8 Section 9-03, Aggregates 9 January 3, 2017 10 9-03.1(1) General Requirements 11 In this section, each reference to "Section 9-01.2(3)" is revised to read "Section 9-01.2(1)A". 12 13 This first paragraph is supplemented with the following: 14 15 P Reclaimed aggregate may be used if it complies with the specifications for Portland 16 Cement Concrete. Reclaimed aggregate is aggregate that has been recovered from 17 plastic concrete by washing away the cementitious materials. 18 19 9-03.1(2) Fine Aggregate for Portland Cement Concrete 20 This section is revised to read: 21 22 Fine aggregate shall consist of natural sand or manufactured sand, or combinations 23 thereof, accepted by the Engineer, having hard, strong, durable particles free from 24 adherent coating. Fine„ aggregate shall be washed thoroughly to meet the specifications. 25 li 26 9-03.1(2)A Deleterious Substances 27 This section is revised to read: 28 29 The amount of deleterious substances in the washed aggregate shall be tested in 30 accordance with AASHTO M 6 and not exceed the following values: 31 32 Material finer than No. 200 Sieve 2.5 percent by weight 33 Clay lumps and friable particles 3.0 percent by weight 34 Coal and lignite 0.25 percent by weight 35 Particles of specific gravity less than 2.00 1.0 percent by weight. 36 37 Organic impurities shall be tested in accordance with AASHTO T 21 by the glass 38 color standard procedure and results darker than organic plate no. 3 shall be 39 rejected. A darker color results from AASHTO T 21 may be used provided that 40 when tested for the effect of organic impurities on strength of mortar, the relative 41 strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 42 percent. 43 44 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 45 This section is revised to read: 46 47 Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or 48 combinations thereof having hard, strong, durable pieces free from adherent coatings. 49 Coarse aggregate shall be washed to meet the specifications. 50 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9-03.1(4)A Deleterious This section, including title, is revised to read 9-03.1(4)A Deleterious Substances The amount of deleterious substances it accordance with AASHTO M 80 and not Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable Pari Chert (Less Than 2.40 specific g If the material finer than the No. 2 percentage may be increased to 1 9-03.1(4)C Grading The following new sentence is inserted at Where coarse aggregate size 467 is u two separate sizes. 9-03.1(5) Combined Aggregate G This section is revised to read: As an alternative to using the fine aggrec 03.1(2)B, and coarse aggregate sieve gr combined aggregate gradation conformii may be used. 9-03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances it not exceed the values specified in Sectic % inch they shall not exceed the values 9-03.1(5)5 Grading The first paragraph is deleted. 9-03.8(2) HMA Test Requirements In the table in item number 3, the heading " "Statistical". 9-03.8(7) HMA Tolerances and Adjust In the table in item number 1, the column tit!, In the table in item 1, the last column titled "Visual Evaluation". AMENDMENTS TO THE 2016 STANDARD Revised: 1117/17 the washed aggregate shall be tested in exceed the following values: 1.0' percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight >, and y SSD) 3.0 percent by weight sieve is free of clay and shale, this beginning of the last pargraph: the aggregate may be furnished in at least on for Portland Cement Concrete late sieve grading requirements in Section 9- ading requirements in Section 9-03.1(4)C, a ig to the requirements of Section 9-03.1(5)A the washed aggregates % inch or larger shall in 9-03.1(4)A and for aggregates smaller than specified in Section 9-03.1(2)A. istical and Nonstatistical" is revised to read "Nonstatistical Evaluation" is deleted mercial Evaluation" is revised to read BOOK 1 �'�j 1 1 e HI 1 0 1 1 A �1 1 fli 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-03.11(1) Streambed Sediment The following three new sentences are inserted after the first sentence of the first paragraph: Alternate gradations may be used if proposed by the Contractor and accepted by the Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 power maximum density curve of the proposed gradation. The alternate gradation shall closely follow the maximum density line and have Nominal Aggregate Size of no less than 1'h inches or no greater than 3 inches. 9-03.12(4) Gravel Backfill for Drains The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9- 03.1(4)C. 9-03.12(5) Gravel Backfill for Drywells The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9- 03.1(4)C. 9-03.21(1)B Concrete Rubble This section, including title, is revised to read: 9-03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) or 9-03.1(5). In addition to the requirements of Section 9-03.1(4) or 9-03.1(5), recycled concrete shall: 1. Contain an aggregated weight of less than 1 percent of adherent fines, vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise noted; 2. Be free of harmful components such as chlorides and reactive materials unless mitigation measures are taken to prevent recurrence in the new concrete; 3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. Recycled concrete aggregate shall be in a saturated condition prior to mixing. Recycled concrete aggregate shall not be placed below the ordinary high water mark of any water of the State. . 9-03.21(1)D Recycled Steel Furnace Slag This section title is revised to read: Steel Slag AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 9-03.21(1)E Table on Maximum Allowa 2 Material 3 4 In the Hot Mix Asphalt column, each value .of 5 6 The last column heading "Steel Furnace Slac 7 8 The following new row is inserted after the se 9 Coarse Aggreqate for Commercial Con Percent (By Weight) of Recycled ?0" is revised to read "25". is revised to read "Steel Slag". row: 9-03.1(4) 1 0 1 100 1 0 0 10 11 12 9-04.AP9 13 Section 9-04, Joint and Crack Sealing Materials 14 January 3, 2017 15 This section is supplemented with the following two new subsections: 16 17 9-04.11 Butyl Rubber Sealant 18 Butyl rubber sealant shall conform to ASTM C 990. 19 20 9-04.12 External Sealing Band 21 External sealing band shall by Type III B conforming to ASTM C 877. 22 23 9-04.1(2) Premolded Joint Filler for Expansion Joints 24 This section is supplemented with the following: 25 26 As an alternative to the above, a semi-rigid, non -extruding, resilient type, closed -cell 27 polypropylene foam, preformed joint filler with the following physical properties as tested 28 to AASHTO T 42 Standard Test Methods may be used. 29 Closed -Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement Test Method Water Absorption < 1.0% AASHTO T 42 Compression Recovery > 80% AASHTO T 42 Extrusion < 0.1 in. AASHTO T 42 Dense > 3.5 lbs./cu.ft. AASHTO T 42 Water Boil 1 hr. No expansion AASHTO T 42 Hydrochloric Acid Boil 1 hr. No disintegration AASHTO T 42 Heat Resistance OF 13920F± 5°F ASTM D 5249 30 31 9-04.2(1) Hot Poured Joint Sealants 32 This section's content is deleted and replace 33 34 9-04.2(1)A Hot Poured Sealant 35 Hot poured sealant shall be sampled in 36 accordance with ASTM D5329. 37 AMENDMENTS TO THE 2016 STANDARD SPECT Revised: 1/17/17 with the following new subsections: :.T. with ASTM D5167 and tested in 1 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 2 Hot poured sealant for cement concrete pavement shall meet the requirements of 3 ASTM D6690 Type IV, except for the following: 4 5 1. The Cone Penetration at 25°C shall be 130 maximum. 6 7 2. The extension for the Bond, non -immersed, shall be 100 percent. 8 9 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 10 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM 11 D6690 Type I or Type II. 12 13 9-04.2(1)B Sand Slurry for Bituminous Pavement 14 Sand slurry is mixture consisting of the following components measured by total weight: 15 16 1. Twenty percent CSS -1 emulsified asphalt, 17 18 2. Two percent portland cement, and 19 20 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B 21 Class 2. Fine aggregate may be damp (no free water). 22 23 9-04.2(2) Poured Rubber Joint Sealer 24 The last paragraph is deleted. 25 26 9-04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes 27 ''AASHTO M 198" is revised to read "ASTM C 990". 28 29 9-04.4(3) Gaskets for Aluminum or Steel Culvert or Storm Sewer Pipe 30 In the last sentence, "AASHTO M 198" is revised to read "ASTM C 990". 31 32 9-06.AP9 33 Section 9-06, Structural Steel and Related Materials 34 January 3, 2017 35 9-06.5(3) High -Strength Bolts 36 In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325", "ASTM A490" is 37 revised to read "ASTM F3125 Grade A490", and "ASTM F1852" is revised to read "ASTM 38 F3125 Grade F1852". 39 40 In the fifth paragraph, "ASTM -A325" is revised to read "ASTM F3125". 41 42 9-06.12 Bronze Castings 43 In this section, "AASHTO M107" is revised to read "ASTM B22". 44 45 9-06.16 Roadside Sign Structures 46 In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 47 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 9-07.AP9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Section 9-07, Reinforcing Steel August 1, 2016 9-07.1(1)A Acceptance of Materials The first sentence of the first paragraph is to read: Reinforcing steel rebar manufacturers shall comply with the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. The first sentence of the second paragraph is revised to read: Steel reinforcing bar manufacturers use stamping rebar. 9-07.1(2) Bending The first two sentences of the first paragraph new sentences: er English or a Metric size designation while deleted and replaced with the following two Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. Fabrication tolerances shall be in accordance with ACI 315. 9-10.AP9 Section 9-10, Piling August 1, 2016 9-10.3 Cast -In -Place Concrete Piling This section is revised to read: Reinforcement for cast -in-place 9-11.AP9 Section 9-11, Waterproofing January 3, 2017 piles shall conform to Section 9-07.2. This section (and all subsections), including title, is revised to read: 9-11 Waterproof Membrane 9-11.1 Asphalt for Waterproofing Waterproof membrane shall be a sr Type III, the puncture capacity spec tensile stress or the geotextile and f membrane conforming to ASTM D 6153 D below, and either the thin polymer sheet grab tensile strength specified below: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 t Specification Performance Properties Test Method Requirements Tensile Stress ASTM D 882 75 pounds per inch for Thin Polymer Sheets min. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 t 1 1 1 1 1 1 1 r� u 1 ,i. LI 1 1 1 1 2 3 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Grab Tensile Strength ASTM D 4632 (for Geotextiles and (Woven or 200 pounds min. Fabrics) Nonwoven Puncture Capacity (For Thin Polymer Sheets, ASTM E 154 200 pounds min. Geotextiles and Fabrics Waterproofing membrane will be accepted based on a Manufacturer's Certificate of Compliance with each lot of waterproof membrane. 9-11.2 Primer for Waterproof Membrane The primer for the waterproof membrane shall be appropriate for bonding the sheet membrane to the bridge deck surface and shall be compatible with the membrane in accordance with the waterproof membrane manufacturer's recommendations. 9-16.AP9 Section 9-16, Fence and Guardrail January 17, 2017 9-16.3(3) Galvanizing The first three sentences are deleted and replaced with the following single sentence: W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A, Type II. 9-20.AP9 Section 9-20, Concrete Patching Material, Grout, and Mortar January 3, 2017 This section is supplemented with the following new subsection: 9-20.5 Bridge Deck Repair Material Bridge deck repair material shall be either an ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete, or a pre-packaged cement based repair mortar, conforming to the following requirements: 1. Minimum compressive strength of 2,500 psi, in accordance with ASTM C 109. 2. Total soluble chloride ion content by mass of product shall conform to the limits specified in Section 6-02.3(2) for reinforced concrete. 3. Permeability of less than 2,000 coulombs at 56 -days in accordance with AASHTO T 277. If pre-packaged deck repair material does not include coarse aggregate, the Contractor shall extend the mix with coarse aggregate as recommended by the manufacturer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 D 1 9-23.AP9 D 2 Section 9-23, Concrete Curing Materials and Admixtures 3 January 3, 2017 4 9-23.9 Fly Ash 5 The first paragraph is revised to read: 6 7 Fly ash shall conform to the requirements of AASHTO M295 Class C or F including 8 supplementary optional chemical requirements as set forth in Table 2. 9 10 The last sentence of the last paragraph is revised to read: 11 12 The supplementary optional chemical limits in AASHTO M295 Table 2 do not apply to 13 fly ash used in Controlled Density Fill. 14 15 9-23.12 Metakaolin 16 This section, including title, is revised to read: 17 18 9-23.12 Natural Pozzolan 19 . Natural Pozzolans shall be either Metakaolin or ground Pumice and shall conform to the 20 requirements of AASHTO M295 Class N, including supplementary optional chemical , 21 requirements as set forth in Table 2. 22 23 9-29.AP9 t 24 Section 9-29, Illumination, Signal, Electrical 25 January 3, 2017 , 26 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes 27 This section is supplemented with the following new subsections: , 28 29 9-29.2(5) Testing Requirements 30 The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. 31 Junction boxes, cable vaults and pull boxes shall be tested by an independent materials ' 32 testing facility, and a test report issued documenting the results of the tests performed. 33 For each junction box, vault and pull box type, the independent testing laboratory shall ,34 35 meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test 36 Equipment. The test shall be conducte , in the presence of a Professional Engineer, 37 licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, , 38 and each test sheet shall have the Professional Engineer's original signature, date of 39 signature, original seal, and registration number. One copy of the test report shall be 40 furnished to the Contracting Agency certifying that the box and cover meet or exceed 41 the loading requirements for that box type, and shall include the following information: ' 42 43 1. Product identification. 44 ' 45 2. Date of testing. 46 3. Description of testing apparatus and procedure. ' �$ AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1117/17 1 t AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 4. All load deflection and failure data. 2 3 5. Weight of box and cover tested. 4 5 6. Upon completion of the required test(s) the box shall be loaded to failure or to 6 the maximum load possible on the testing machine (70,000 pounds minimum). 7 8 9 7. A brief description of type and location of failure or statement that the testing machine reached maximum load without failure of the box. 10 11 9-29.2(5)A Standard Duty Boxes and Vaults D 12 Standard Duty Concrete Junction Boxes, Cable Vaults, and Pull Boxes shall be 13 load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 14 by 10 by 1 -inch steel plate centered on the lid. The test load shall be applied and 15 released ten times, and the deflection at the test load and released state shall be a 16 recorded for each interval. At each interval the junction box shall be inspected for 17 lid deformation, failure of the lid/frame welds, vertical and horizontal displacement 18 of the lid/frame, cracks, and concrete spalling. a 19 20 Concrete junction boxes will be considered to have withstood the test if none of the 21 22 following conditions are exhibited: 23 1. Permanent deformation of the lid or any impairment to the function of the 24 lid. 25 26 2. Vertical or horizontal displacement of the lid frame. 27 28 3. Cracks wider than 0.012 inches that extend 12 inches or more. 29 30 4. Fracture or cracks passing through the entire thickness of the concrete. 31 32 5. Spalling of the concrete. 33 34 9-29.2(5)B Retrofit Security Lids for Standard Duty Concrete Junction Boxes Q 35 Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall 36 be tested as follows: 37 D 38 1. The security lid shall be installed on any appropriately sized box that is 39 currently approved on the Qualified Products List. 40 41 2. The security lid and box assembly shall be load tested in accordance with 42 Section 9-29.2(5)A. After the ten load cycles but before loading to failure, 43 the security lid shall be fully opened and removed to verify operability. 44 45 3. The locking mechanism(s) shall be tested as follows: 46 47 a. The locking mechanism shall be cycled 250 times (locked, then 48 unlocked again) at room temperature (60-800F). If there is more than 49 one identical locking mechanism, only one needs to be cycled in this 50 manner. 51 t AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 b. Temperature changes' hour. c. The security lid shall The locking mechan at this temperature. should be limited to no more than 60°F per cooled to and held at -30°F for 15 minutes. shall then be cycled once to verify operation d. The security lid shall be heated to and held at 120-122°F for 15 minutes. The locking I echanism shall then be cycled once to verify operation at this temperature. e. The security lid shall be temperature adjusted to and held at 110°F and 95% humidity for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9-29.2(5)C Standard Duty Non -Concrete Junction Boxes Non -concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design load during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each no, junction box installed. 9-29.2(5)D Heavy -Duty Boxes andl Vaults 1 Heavy -Duty Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 46,000 pounds. The test load shall be applied vertically through a 10 by 20 by 1 - inch steel plate centered on the lid with an orientation both on the long axis and the short axis of the junction box. The test load shall be applied and released ten times on each axis. The deflection at the test load and released state shall be recorded for each interval: At each interval they test box shall be inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling 1 After the twentieth loading interval the test shall be terminated with a 60,000 pound load being applied vertically through the steel plate centered on the lid and with the long edge of steel plate orientated parallel to the long axis of the box. Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing 5. Spalling of the concrete. Heavy -Duty Junction Boxes will be test if all of the following conditions 1. The lid is operational. AMENDMENTS TO THE 2016 STANDARD SPECIFICA Revised: 1117117 the entire thickness of the concrete sidered to have withstood the 60,000 pound exhibited: BOOK 1� I 1 � 11 e 1 1 0 1 1 B n 0 1 1 t 1 2 2. The lid is securely fastened. 3 4 3. The welds have not failed. 5 6 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 7 8 5. No buckling or collapse of the box. 9 10 9-29.2(1) Standard Duty and Heavy Duty Junction Boxes 11 This section, including title, is revised to read: 12 13 9-29.2(1) Junction Boxes 14 For the purposes of this Specification concrete is defined as portland cement concrete 15 and non -concrete is all others. 16 17 The Contractor shall provide shop drawings for all components, hardware, lid, frame, 18 reinforcement, and box dimensions. The shop drawings shall be prepared by (or under 19 the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of 20 Washington, in the branch of Civil or Structural. Each sheet shall carry the following: 21 22 1. Professional Engineer's original signature, date of signature, original seal, and 23 registration number. If a complete assembly drawing is included which 24 references additional drawing numbers, including revision numbers for those 25 drawings, then only the complete assembly drawing is required to be stamped. 26 27 2. The initials and dates of all participating design professionals. 28 29 3. Clear notation of all revisions including identification of who authorized the 30 revision, who made the revision, and the date of the revision. 31 32 Design calculations shall carry on the cover page, the Professional Engineer's original 33 signature, date of signature, original seal, and registration number. 34 35 For each type of junction box, or whenever there is a change to the junction box design, 36 a proof test, as defined in this Specification, shall be performed and new shop drawings 37 submitted. 38 39 9-29.2(1)A Standard Duty Junction Boxes 40 This section is revised to read: 41 42 Standard Duty Junction Boxes are defined as Type 1, 2 and 8 junction boxes and shall 43 have a minimum load rating of 22,500 pounds and be tested in accordance with Section 44 9-29.2(5). A complete Type 8 Junction Box includes the spread footing shown in the 45 Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and 46 shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be 47 hot dip galvanized in accordance with AASHTO M111. 48 49 9-29.2(1)A1 Concrete Junction Boxes 50 The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be 51 painted with a black paint containing rust inhibiters or painted with a shop applied, AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inorganic zinc primer in accordance accordance with AASHTO M 111. Concrete used in Standard Duty Jur compressive strength of 6,000 psi w 4,000 psi when reinforced with weld shall be anchored to the box by welc specified in Section 9-06.15, to the f studs and frame with standard tie pr near the centerline of the frame and in each corner, one at the middle of length of the box. Materials for Type 1, 2, and 8 Con following: Section 6-07.3, or hot -dip galvanized in ction Boxes shall have a minimum ien reinforced with a welded wire hoop, or ;d wire fabric or fiber reinforcement. The frame ing headed studs % by 3 inches long, as -ame. The wire fabric shall be attached to the ictices. The box shall contain ten studs located box wall. The studs shall be placed one anchor each width and two equally spaced on each Junction Boxes shall conform to the Materials I Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel _ Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 (or higher Handle & Handle support ASTM A36 steel, orASTM A1011 CS (Any Grade) or SS (Any Grade Anchors studs Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 orAl9.3, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 9-29.2(1)A2 Non -Concrete Junctio Material for the non -concrete junctior a similar life expectancy as portland c Type 1, 2, and 8 non -concrete junctic pounds and shall be tested in accord junction boxes shall be gray in color, approximately the same inside dimer surface that is less than or equal to tl boxes shown in the Standard Plans. pull slot and embedded 6 by 6 by 1/4-i '/2 inch stainless steel Penta -head bo for the securing bolts shall extend co accumulation of debris. Bolts shall cc AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS Revised: 1/17/17 Boxes boxes shall be of a quality that will provide for :ment concrete in a direct burial application. i boxes shall have a Design Load of 22,500 ince with Section 9-29.2(5). Non -concrete nd have an open bottom design with ;ions, and present a load to the bearing e loading presented by the concrete junction Ion -concrete junction box lids shall include a ich steel plate, and shall be secured with two rs recessed into the cover. The tapped holes ipletely through the box to prevent 1form to ASTM F593, stainless steel. 1 9-29.2(1)B Heavy-Duty Junction Boxes 2 The first paragraph is revised to read: 3 4 Heavy-Duty Junction boxes are defined as Type 4, 5, and 6 junction boxes and shall be 5 concrete and have a minimum vertical load rating of 46,000 pounds without permanent 6 deformation and 60,000 pounds without failure when tested in accordance with Section 7 9-29.2(5). 8 9 9-29.2(1)C Testing Requirements 10 This section is deleted in its entirety. 11 12 9-29.2(2) Small Cable Vaults, Standard Duty Cable Vaults, Standard Duty Pull 13 Boxes, and Heavy Duty Pull Boxes 14 This section, including title, is revised to read: 15 16 9-29.2(2) Cable Vaults and Pull Boxes 17 Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete 18 lid. The lids for Cable Vaults and Pull Boxes shall be interchangeable and both shall fit 19 the same box as shown in the Standard Plans. 20 21 The Contractor shall provide shop drawings for all components, including concrete box, 22 Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings 23 shall show placement of reinforcing steel, knock outs, and any other appurtenances. 24 The shop drawing shall be prepared by or under the direct supervision of a Professional 25 Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or 26 Structural. Each sheet shall carry the following: 27 28 1. Professional Engineer's original signature, date of signature, original seal, and 29 registration number. If a complete assembly drawing is included which 30 references additional drawing numbers, including revision numbers for those 31 drawings, then only the complete assembly drawing is required to be stamped. 32 33 2. The initials and dates of all participating design professionals. 34 35 3. Clear notation of all revisions including identification of who authorized the 36 revision, who made the revision, and the date of the revision. 37 38 Design calculations shall carry on the cover page, the Professional Engineer's original 39 signature, date of signature, original seal, and registration number. 40 41 For each type of box or whenever there is a change to the Cable Vault or Pull box 42 design, a proof test, as defined in this Specification, shall be performed and new shop 43 drawings submitted. 44 45 9-29.2(2)A Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty 46 Pull Boxes 47 This section's title is revised to read: 48 49 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 50 51 The first paragraph is revised to read: 52 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Standard Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). For the purposes of this Section, Small Cable Vaults are considered a type of Standard Duty Cable Vault. The first sentence of the second paragraph is, revised to read: Concrete for Standard Duty Cable V compressive strength of 4,000 psi. The first sentence of the third paragraph is and Pull Boxes shall have a minimum to read: All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip -resistant surfaces. The fourth paragraph (up until the colon) is revised to read: Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 9-29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(5). 9-29.2(3) Structure Mounted Junction The first and second paragraphs are revised Surface mounted junction boxes and cast -in-place structures shall be stain Concrete embedded junction boxes insta shall be stainless steel NEMA 3R and sh adjustment bolts, which are accessible fry installed. 9-29.3(1) Fiber Optic Cable This section is revised to read: read: ;rete embedded junction boxes installed in steel NEMA 4X. ed in structures constructed by slip forming II be adjustable for depth, with depth m the front face of the junction box with the lid All fiber optic cables shall be single modelfiber optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements: a. Compliance with the current version of ANSUICEA S-87-640. A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. b. Cables shall be gel free, loose tube, low water peak, and all dielectric with no metallic component. c. Cables shall not be armored u AMENDMENTS TO THE 2016 STANDARD SPE Revised: 1117117 specified in the Contract. BOOK 1 �'. ^ / ' AMENDMENTS ToTHE umoSTANDARD SPECIFICATIONS BOOK Revised: 1n7n7 � ' � � 2 � d. Cables shall be approved for mid -span entries and berated bvthe 3 manufacturer for outside plant (]GP)use, placement inunderground ducts, 4 and aerial installations. 5 v 6 � e. Fiber counts shall be as specified inthe Contract. 7' ` 0 f. Fibers and buffer tubes shall bmcolor coded inaccordance with the current 0 version ofEIA7IA-5S. 10 � 11 `' 8. Fibers shall not have any factory splices. 12 13 h. Outer Jacket, shall be Type K4(Medium Density Polyethylene). {]uterjocket 14 shall be free from holes, splits, �blisters, orother imperfections and must be 15 : smooth and concentric aoioconsistent with the best commercial practice. 16 � 17 , L Anninirnunn of one U\ hp cord imrequired for each cable. 18 19 i Cable markings shall meet the following additional requirements: 20 21 1. Color shall bewhite orsilver. 23 ' 23 2. Markings shall be approximately 3 millimeters(118mils) in height, and 24 dimensioned and spaced toproduce' good|egibi|hv. 25 ^ 28 3. Markingsnhal| include the manufacturer's nanla. year mfmanufacture, the 27 number offibers, the words "OPTICAL CABLE".and sequential length 28 marks. 29 � 30 4. 8aouaOdal length markings shall bainmeters orfeet, spaced at intervals 31 not more than 1 meter or2feet opod. respectively. 32 l ' 33 , 5. The actual cable length shall not boshorter than the cable length marking. 34 The actual cable length may baupto196longer than the cable length 35 marking. 36 ; 37 8. Cables with initial markings that do not meet these requirements will not 38 baaccepted and may not beFe-DlG[ked. 39 � 40 k. Short term tensile strength shall beaminimum of8OOpounds /1bo\. Long 41 | term tensile strength shall baaminimum of18Opounds (1be). Tensile 42 � strength shall be achieved using fiberglass reinforced plastic /FRP\central 43 member and /oronannidyarns. 44 � 45 " |. Al}cables ehoUbanew and free ofmaterial ormanufacturing defects and 48 dimensional non-uniformity that would: 47 48 1. |ntarferevvith the cable iOstGUGbOn using accepted cable installation 49 practices; 50 51 2. Degrade the transmission performance orenvironmental resistance after 52 , installation; � ^ / ' AMENDMENTS ToTHE umoSTANDARD SPECIFICATIONS BOOK Revised: 1n7n7 � ' � � 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3. Inhibit proper connection to, interfacing elements; 4. Otherwise yield an inferior m. The fiber optic cables shall be shipped on reels with a drum diameter at least 20 times the diameter of the cable, in order to prevent damage to the cable. The reels shall be substantial a i d constructed so as to prevent damage during shipment and handling. Reels shall be labeled with the same information required for the cable markings, with the exception that the total length of cable shall be marked instead of incremental length marks. Reels shall also be labeled with the type of cable. This section is supplemented with the following new subsection: 9-29.3(1)B Multimode Optical Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: a. Type OM1, meeting the requirements of EIA/TIA 492 -AAAA -A or ISO/IEC 11801. The fiber core diameter shall be 62.5 pm. b. Type OM2, meeting the requirements of EIA/TIA 492-AAAB-A or ISO/IEC 11801. The fiber core diameter shall be 50 Nm. i All multimode optical fibers shall have a maximum attenuation of 3.0 dB/km at 850nm and 1.0 dB/km at 1300nm. Completed cable assemblies shall berated for 1000BaseLX Ethernet communications. hole 9-29.3(1)A 'Singlemode Fiber Optic Cattle This section is revised, to read: Single -Mode optical fibers shall be EIA/TIA 492-CAAB or ISO/IEC 11801 Type OS2, low water peak zero dispersion fibers, meeting the requirements of ITU -T G.652.D. 9-29.6 Light and Signal Standards The third paragraph is revised to read: Light standard, signal standards, slip base hardware and foundation hardware shall be hot dip galvanized in accordance with AASHTO M 111 and AASHTO M 232. Where colored standards are required, standards shall be powder -coated after galvanizing in accordance with Section 6-07.3(11). The standard color shall be as specified in the Contract. 9-29.6(1) Steel Light and Signal Sta In the first paragraph, "ASTM A325" is rev 9-29.6(2) Slip Base Hardware In this section, "ASTM A325' is revised to 9-29.7(2) Fused Quick -Disconnect Kit The table is supplemented with the following AMENDMENTS TO THE 2016 STANDARD SPECI Revised: 1117117 rds to read "ASTM F3125 Grade A325". "ASTM F3125 Grade A325". row: BOOK 3 4 5 6 20 21 22 23 7 18 7 8 100 9 10E 10 15 11 175 12 17E 13 20 14 250 .15 25E 16 31 17 400 40 40E 700 70 70E 750 75 20 21 22 23 Equivalent LED Legend 18 7 19 20 21 22 31 23 Equivalent LED Legend 24 7 25 100 26 10E 27 15 28 175 29 17E 30 31 1 LED* 1 10A I 10A I 20A The following footnote is inserted after the table: " Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. 9-29.10 Luminaires The first sentence of the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional. The table in the fourth paragraph is revised to read: Conventional Lamp Wattage 32 Equivalent LED Legend 33 7 34 100 35 1 LED* 1 10A I 10A I 20A The following footnote is inserted after the table: " Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. 9-29.10 Luminaires The first sentence of the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional. The table in the fourth paragraph is revised to read: Conventional Lamp Wattage Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E .310 31 31 E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 ME 9-29.25 Amplifier, Transformer, and Terminal Cabinets Item 2C is revised to read: c. Transformer up to 12.5 KVA 20" 48" 24" . Transformer 12.6 to 35 KVA 30" 60" 32" The following new sentence is inserted before the last sentence of item number 10: There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load) side. 9-35.AP9 SSection 9-35, Temporary Traffic Control Materials August 1, 2016 9-35.12 Transportable Attenuator The second sentence of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/17/17 1 1 The transportable attenuator shall be mounted on, or attached to, a host vehicle that 2 complies with the manufacturer's recommended weight range. 3 11 J �1 111 11 1 I N r 1 1 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONSBOOK Revised: 1/17/17 PART III SPECIAL PROVISIONS THIS PAGE LEFT INTENTIONALLY BLANK G� 1 1 r.� I I SPECIAL PROVISIONS - TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS..........................................................................................3 DIVISION 1 GENERAL REQUIREMENTS..................................................................................................4 1-01 DEFINITIONS AND TERMS.................................................................................................................... 4 1-01.3 Definitions........................................................................................................................................................ 4 1-02 BID PROCEDURES AND CONDITIONS........................................................................................................... 6 1-02.1 Prequalification of Bidders........................................................................................................................ 6 _ 1-02.2 Plans and Specifications.............................................................................................................................. 7 1-02.4 Examination of Plans, Specifications, and Site of Work................................................................. 7 ' 1-02.5 Proposal Forms.................................................................................... 8 1-02.6 Preparation of Proposal.............................................................................................................................. 8 1-02.7 Bid Deposit....................................................................................................................................................... 9 1-02.9 Delivery of Proposal 1-02.10 Withdrawing, Revising of Supplementary Proposal..................................................................10 1-02.11 Combination and Multiple Proposals...............................................................................................10 1-02.13 Irregular Proposals J 1-02.14 Disqualification of Bidders ................................................. ..........11 ......................................................... 1-02.15 Pre -Award Information..........................................................................................................................11 1-02.16 Addenda and Interpretations of Bid Documents..........................................................................12 1-03 AWARD AND EXECUTION OF THE CONTRACT......................................12 ................................................. 1-03.3 Execution of Contract.................................................................................................................................12 1-03.4 Contract Bond...............................................................................................................................................12 1-03.7 Judicial Review..............................................................................................................................................13 1-04 SC OPE OF THE WORK................................................................................................................................. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda..................................................................................................................................................13 1-04.4 Changes............................................................................:...............................................................................14 1-04.6 Variation in Estimated Quantities.........................................................................................................15 1-05 CONTROL OF WORK............................................................................................................................................15 1-05.2 Authority of Assistants and Inspectors..............................................................................................15 1-05.5 Submittals.................................................................................................................................................15 1-05.7 Removal of Defective and Unauthorized Work.........................................................................19 ' 1-05.11 Final Inspection................................................................................................:........................................20 1-05.13 Superintendents, Labor and Equipment of Contractor.............................................................21 1-05.15 Method of Serving Notices....................................................................................................................22 1-05.16 Water and Power 1-05.17 Oral Agreements........................................................................................................................................22 1-06 CONTROL OF MATERIAL..............................................................................................................................23 1-06.4 Handling and Storing Materials.............................................................................................................23 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.........................................................23 1-07.1 Laws to be Observed.......................................................................................................................23 1-07.2 Sales Tax..........................................................................................................................................................24 City of Bremerton February 2017 2017 Sewer Rehabilitation SP -1 1-07.5 Environmental Regulations ............................. 1-07.6 Permits and Licenses ............................................... 1-07.17 Utilities and Similar Facilities ............................ 1-07.18 Public Liability and Property Damage Insur 1-07.18 Insurance.................................................................... 1-07.23 Public Convenience and Safety ....................... 1-07.24 Rights of Way ......................................................... ................................................................................. 25 ........................................................I...................25 ................................................................................. 26 ince........................................................................ 29 ................................................................................. 29 ................................................................................. 32 ................................................................................. 33 1-08 PROSECTION AND PROGRESS.... ....................................................................... 34 1-08.0 Preliminary Matters .................................................. 1-08.1 Subcontracting............................................................ 1-08.3 Progress Schedule ................................................ 1-08.4 Notice to Proceed ................................................ 1-08.5 Time of Completion ............................................ 1-08.9 Liquidated Damages ........................................... ............................................................................... 34 .......................................................................... 35 ........................................................................... .36 62 ............................................................................... 36 ............................................................................... 37 ............................................................................... 37 1-09 MEASUREMENT AND PAYMENT...............!.................................................................................37 1-09.6 Force Account........................................................!.................................................................................38 1-09.7 Mobilization...................................................................................................................................................39 1-09.8 Payment for Material on Hand.............................i.................................................................................39 1-09.9 Payments..................................................................I.................................................................................40 1-09.11 Disputes and Claims..............................................................................................................................40 1-10 TEMPORARY TRAFFIC CONTROL..............!.................................................................................41 1-10.1 General..................................................................... 1-10.2 Traffic Control Management ........................... 1-10.3 Traffic Control Labor, Procedures and DeN 1-10.4 Measurement......................................................... 1-10.5 Payment.................................................................... DIVISION 7 DRAINAGE STRUCTURES, STORM S MAINS AND CONDUITS............................................................. ............................................................................... 41 ................................................................................. 42 ces.........................................................................44 ............................................................................... 44 .................................:............................................. 45 -WERS, SANITARY SEWERS, WATER ........................................................................46 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS.................................................................46 7-08.4 Measurement..................................................................................................................................................49 7-08.5 Payment.................................................................................................................................................:.........49 7-20 PIPE PRE -INSTALLATION CLEANING, INSPECTION AND ASSESSMENT .................... 49 7-20.1 Description....................................................................!.................................................................................50 7-20.3 Construction Requirements....................................................................................................................50 7-20.4 Measurement..................................................................................................................................................55 7-20.5 Payment...........................................................................................................................................................55 7-21 CURE -IN-PLACE PIPE (CIPP) REHABILITATION (New Section)......................................56 7-21.1 Description..................................................................... 7.21.2 Materials.......................................................................... 7-21.3 Construction Requirements .................................... 7-21.4 Measurement................................................................. 7-21.5 Payment........................................................................... City of Bremerton 2017 Sewer Rehabilitation ................................................................................ 56 ................................................................................ 58 ................................................................................ 62 ................................................ ...........................68 ................................................................................ 68 February2017 SP -2 l r INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: ~ (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (City of Bremerton GSP) (City of Bremerton GSP, New Section) Cl 1 Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications, at Contractor's own expense. City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 3 DIVISION 1 GENERAL REQUIREM 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (City of Bremerton GSP) Delete the definitions for "Completion Dates," "Contract" This Section is supplemented with the following: "Contracting Agency." All references in the Standard Specifications to the terms "State," "Department of Transportation," "Washington State Transportation Commission," "Commission," "Governor," "Secretary of Transportation," "Secretary," "Headquarters," and "State Treasurer" shall be revised to read "Contracting Agency." All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location." The venue of all causes of action arising from the Call for Bids, Award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through 1-08.5. City The word "City" shall mean the City of Bremerton, AWA. Contract The written agreement between the Contracting among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How the Contractor will be paid. The Contract includes the Contract (Agreement) City of Bremerton 2017 Sewer Rehabilitation , except holidays as listed in Section and the Contractor. It describes, bidder's completed Proposal Form, February 2017 SP -4 [7 Contract Time The period of time established by the terms and conditions of the contract within which the wo;11 k must be completed. Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the Contract In this case, the Agency of Government (Owner) is the City of Bremerton, WA. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date �I The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. ' Contract Execution Date The date when both the Contractor and the Contracting Agency have signed the Agreement, binding themselves to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted -� use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Final Completion Date The day all of the Work is physically completed on the project, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers' affidavits and warranties. Final Completion shall be obtained no more than 30 days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained. Force Account Work Additional work that may be required because of City -directed changes in the work, City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 5 all;required certificates and affidavits, performance and payment bonds, the most current published version of the Standard Specifications for Road, Bridge and Municipal ii Construction and amendments thereto, Contract Provisions, Contract Plans, Standard Plans, 11 addenda and change orders. Contract Documents See definition for "Contract." Contract Time The period of time established by the terms and conditions of the contract within which the wo;11 k must be completed. Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the Contract In this case, the Agency of Government (Owner) is the City of Bremerton, WA. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Date �I The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. ' Contract Execution Date The date when both the Contractor and the Contracting Agency have signed the Agreement, binding themselves to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted -� use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Final Completion Date The day all of the Work is physically completed on the project, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers' affidavits and warranties. Final Completion shall be obtained no more than 30 days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained. Force Account Work Additional work that may be required because of City -directed changes in the work, City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 5 differing site conditions, emergencies or other rea included in the Contract unit prices, and for which by Sections 1-04 and 1-09 of this Contract. Force. written Work Change Directive issued by the Engi Imported Material Materials obtained from sources outside the pro Materials excavated from anywhere on the proj are furnished by the City. Notice Inviting Bids See definition for "Call for Bids". All references to Inviting Bids." Notice of Award The written notice from the Contracting Agency Contracting Agency's acceptance of the bid. ;ons that the Engineer determines is not payment is to be determined as required iccount Work shall be authorized only by A site that are not furnished by the City. : or from designated borrow areas, or that "Call for Bids" are replaced with "Notice the successful bidder signifying the Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non -vehicular traffic, such as equestrian traffic. Work Change Directive A written order issued by the Engineer directing ; quantities, materials or methods of the work. A V alter the Contract Price or Contract Time. Work ( Contract Price or Contract Times will be aggregat 1.02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a qualifications of RCW 39.04.350(1) to be consic be awarded a public works project City of Bremerton 2017 Sewer Rehabilitation ans, bicyclists, wheelchairs, and i change in the design, specifications, fork Change Directive may, or may not, hange Directives that increase the overall ed and executed as a formal Change Order r must meet at least the minimum a responsible bidder and qualified to February 2017 . SP -6 1 11 �j r 1 r i 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 3 Furnished automatically upon award. Contract Provisions 3 Furnished automatically upon award. Large plans (e.g., 22" x 34") None Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (City of Bremerton GSP) This Section is supplemented with the following: Contractor shall review the entire Contract to ensure that the completeness of their Proposal includes all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders shall use such information at their own risk. Videos have been completed for some of the mains. These videos are being made available as described in the Notice Inviting Bids. The City does not guarantee the accuracy or completeness of the videos. The videos are not part of the contract and for information purposes only. 1-02.4(2); Subsurface Information (City of Bremerton GSP) Delete this Section and replace it with the following: If the Contracting Agency has made a subsurface investigation of the site of the proposed City o f Bremerton February2017 2017 Sewer Rehabilitation SP- 7 Work, the boring log data and soil sample test dal will be made available for inspection by the Bidd( makes no representation or warranty, expressed a. The Bidders' interpretations from the b accumulated by the Contracting Agency However, the Contracting Agency implied, that: logs maybe correct; b. Moisture conditions and indicated water gables will not vary from those found at the time the borings were made; c. The ground at the location of the borings altered after the boring was made; and d. Conditions below the surface of the gr( the information made available hereur the site are uniform or consistent with the area. The Contracting Agency makes no- representation condition, materials, or proportions of the materi regardless of any subsurface information the Con prospective Bidders. Bidders are solely responsil to support and/or verify any conclusions or assui 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this Section and replace it with the following: The Proposal Form will identify the project and i also list estimated quantities, units of measurem be furnished at the unit bid prices. The bidder sh that call for, but are not limited to, unit prices; e� amount; signatures; date; and, where applicable, addenda; the bidder's name, address, telephone D/M/WBE commitment, if applicable; a State of Number; and a Business License Number, if appl shall be printed in ink by hand, preferably in blai included as part of the Proposal Form. The Contracting Agency reserves the right to ar and additives, if such be to the advantage of the all alternates and additives set forth in the Pror 1-02.6 Preparation of Proposal (City of Bremerton GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been City of Bremerton 2017 Sewer Rehabilitation not been physically disturbed or I are consistent throughout the site with , or that conditions to be encountered on logical conditions usually encountered in guarantees, or warranties as to the Is between the specific borings, racting Agency may make available to the le for making the necessary investigations iptions used in preparation of their bids. location and describe the work. It will it, the items of work, and the materials to 1 complete spaces on the proposal form ,nsions; summations; the total bid etail sales taxes and acknowledgment of amber, and signature; the bidder's ashington Contractor's Registration able. Bids shall be completed by typing or ink. The required certifications are the proposal forms with alternates ;racting Agency. The bidder shall bid on Form unless otherwise specified. for any item, the unit or lump sum February 2017 SP -8 'J/ price must equal or exceed the minimum amount stated. ' 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: All Proposals submitted shall, on their face, remain valid for a period of 60 days following the date of Bid opening. In the event of a conflict in this duration, which may appear elsewhere in the Contract Provisions, the longest duration shall apply. The Bidder's attention is directed to that portion of the Proposal which requires that the Bidder furnish information concerning its and proposed Subcontractors' experience with work of a similar nature, equipment to be used on this project, and general background information. Information which is incomplete, evasive, or of a general nature only, may be considered as grounds for rejection of the Proposal. The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. t A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.7 Bid Deposit (Ci ty of B re m e rto n GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Name of the project; 2. The Contracting Agency named as obligee; 3. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 4.Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 5. The signature of the sure s officer empowered to sign the bond and the ower of ., g � p g P attorney. The Bidder must use the bond form included in the contract. City of Bremerton February2017 2017 Sewer Rehabilitation SP - 9 1-02.9 Delivery of Proposal (City of Bremerton GSP) Delete this section in its entirety and replace with the Each proposal shall be submitted in a sealed envelope, with the Project Name as stated in the Notice Inviting Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper Handling and delivery. The Contracting Agency will not open or consider 'any Bid Proposal, or any supplement to a Proposal, that is received after the time specified inn the Notice Inviting Bids for receipt of Bid Proposals, or received in a location other than that specified in the Notice Inviting Bids. E-mailed or faxed Proposals or supplements to a Proposal are not acceptable. 1-02.10 Withdrawing, Revising of Supplementary (City of Bremerton GSP) Delete the second, third and final paragraph of this section. 1-02.11 Combination and Multiple Proposals (City of Bremerton GSP) Delete this Section in its entirety. 1-02.13 Irregular Proposals (City of Bremerton GSP) Delete this section and replace it with the following: A proposalwill be considered irregular and will bE a. The Bidder is not prequalified when so req b. The authorized proposal form furnished b: altered,- c. ltered;c. The completed proposal form contains ani alternate Bids, or conditions; d. The Bidder adds provisions reserving the i enter into the Contract; e. A price per unit cannot be determined fror f. The Proposal form is not properly execute g. The Bidder fails to submit or properly corn required in Section 1-02.6; h. The Bid Proposal does not constitute a def material terms of the Bid invitation; or i. More than one proposal is submitted for d same or different names. rejected if: the Contracting Agency is not used or is unauthorized additions, deletions, ght to reject or accept the award, or the Bid Proposal; a Subcontractor list, if applicable, as to and unqualified offer to meet the same project from a Bidder under the A proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; City of Bremerton 2017 Sewer Rehabilitation February2017 SP -10 1 1-02.14 Disqualification of Bidders (City of Bremerton GSP) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria as follows: 1. Be a registered contractor at the time of bid submittal (RCW 18.27.020); b. Any of the unit prices are excessively unbalanced (either above or below the amount 2. of a reasonable Bid) to the potential detriment of the.Contracting Agency; c. Receipt of Addenda is not acknowledged; Have industrial insurance coverage; d. A member of a joint venture or partnership and the joint venture or partnership 4. 5. submit Proposals for the same project (in such an instance, both Bids may be rejected); or Have never been disqualified from bidding under 39.12.065(3); e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (City of Bremerton GSP) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria as follows: Delete this Section and replace it with the following: Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, l� City of Bremerton February 2017 2017 Sewer Rehabilitation SP -11 1. Be a registered contractor at the time of bid submittal (RCW 18.27.020); 2. Have a current Unified Business Identifier number; 3. Have industrial insurance coverage; 4. 5. Have an employment security department number; Have a state excise tax registration number; and 6. Have never been disqualified from bidding under 39.12.065(3); 7. Not debarred from work in the State of Washington or the Federal Government; 8. The bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency. 1-02.15 Pre -Award Information (August 14, 2013 AP WA GSP) Delete this Section and replace it with the following: Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, l� City of Bremerton February 2017 2017 Sewer Rehabilitation SP -11 7. Any other information or action that the Bidder is the lowest resp 1-02.16 Addenda and Interpretations of Bid (City of Bremerton GSP, New Section) No oral interpretation of the meaning of the plan documents will be made to any bidder. Every re( submitted in writing, addressed to the city's cont these contract documents), and to be given consi working days prior to date fixed for Bid Opening. supplemental instructions will be in the form of i which, if issued, will be mailed or otherwise delis any bidder to receive any such addendum shall n under his bid as.submitted. All addenda so issue documents. 1-03 AWARD AND EXECUTION OF THE CONTRACT 1-03.3 Execution of Contract (City of Bremerton GSP) Delete this Section and replace it with the following: The City will mail three copies of the unsigned con immediately upon award. The documents will be calendar days from receipt of the documents, the s original contracts, insurance certificates as require bonds as required by law and Section 1-03.4. Befc the successful bidder shall provide any pre -award Section 1-02.15. ken that is deemed necessary to ensure Bible bidder. specifications or other pre-bid lest for such interpretation shall be ;t person (listed on the cover page of gyration, shall be received at least five (5) kny and all such interpretations and •itten addenda to the Specifications red to each prospective bidder. Failure of L relieve such bidder from any obligation shall become a part of the Contract to the successful Bidder ;ent via overnight mail. Within 14 uccessful bidder shall return three signed �d by Section 1-07.18, and satisfactory re execution of the contract by the City, information the City may require under Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City -furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. If the bidder's performance of the requirements of beyond the bidder's control, the City may grant up provided that the City agrees that circumstances w 1-03.4 Contract Bond (City of Bremerton GSP) Revise the first paragraph to read: this Section is delayed by circumstances to 14 calendar days of additional time, arrant an extension. City of Bremerton February 2017 2017 Sewer Rehabilitation I SP -12 The successful bidder shall provide both executed performance and public works payment bonds for the full contract amount. The bonds shall: 1. Be on Contracting Agency -furnished forms; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner; and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work. 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice- president). 1-03.7 Judicial Review (January 14, 2014 COB GSP) Reference to "Thurston County" shall be amended to "Kitsap County." 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (City of Bremerton GSP) Delete the first two paragraphs of this Section and replace them with the following: City of Bremerton February2017 2017 Sewer Rehabilitation SP -13 1 The complete Contract includes these parts: Cont Proposal Form, the 2016 Standard Specifications Construction and amendments thereto, Contract all required certificates and affidavits, performar and change orders. These parts complement eac Any requirement in one part binds as if stated in work or materials clearly implied in the Contract specifically. ict (Agreement) form, bidder's completed )r Road, Bridge, and Municipal rovisions, Plans, Standard Plans, addenda, e and labor and material payment bonds, other in describing a complete Work ,1 parts. The Contractor shall provide any ven if the Contract does not mention it Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g.,1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Permits from other agencies as required by law 2. Change Orders, 3. Agreement, 4. Addenda, S. Contractor's Bid (Bid Forms), 6. Special Provisions, 7. Amendments to the Standard Specificatioi 8. WSDOT/APWA Standard Specifications fo (current version) 9. Contract Plans, 10. Contracting Agency's Standard Plans or Di 11. WSDOT/APWA Standard Plans for Road, I 1-04.4 Changes (City of Bremerton GSP) Replace the wording "written change order" with "Work C This Section is supplemented with the following: 1 1 1 Road, Bridge and Municipal Construction (if any), and and Municipal Construction Directive." The City has included the Bid Item "Force Account' in the Bid Proposal to pay for changes in the work as described in this section. In order to , aintain equity among Bidders, the Contracting Agency has entered a fixed amount for, this Bid item as listed in the Proposal. Payment from this Bid Item shall occur only upon executing a Work Change Directive signed by both the City and the Contractor. The Owner and Contractor shall agree upon pricing negotiated Lump Sum cost or to be tracked as Tim Lump Sum cost, the Contractor shall submit a detai equipment, materials, and subcontracted work to p markups. The Owner and Contractor must agree ul performing the Work. To avoid delaying the perfor, Contractor shall prepare and submit the Lump Surr the Owner and Contractor agree to pay for the char and tracking of the work shall be done in accordan( City of Bremerton 2017 Sewer Rehabilitation of the work change as either a and Materials (Force Account). For a. ed breakdown of estimated labor, �rform the change, along with all ion the Lump Sum cost prior to mance of the change in Work, the cost immediately upon request. When ged Work as Time and Materials, pricing e with Section 1-09.6. February 2017 SP -14 1 t 1-04.4(1) Minor Changes (February 15, 2008 G&O GSP) Delete this Section in entirety. 1-04.6 Variation in Estimated Quantities (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work, 1-05 CONTROL OF WORK 1-05.2 Authority of Assistants and Inspectors (City of Bremerton GSP) This Section is supplemented with the following: The presence or absence of an Inspector at the Work site will be at the sole discretion of the Contracting Agency and will not in any way relieve the Contractor of its responsibility to properly perform the Work as required by the Contract Provisions. The Inspector does not purport to be a safety expert, and is not engaged in that capacity It under this Contract. The Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector's performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety laws, rules, regulations or procedures; nor shall it make the Inspector responsible for construction means, methods, techniques, sequences, or procedures, or for the Contractor's �1 ability to properly perform the Work, all of which are entirely the responsibility of the p ty Contractor. 1 1 1-05.5 Submittals (City of Bremerton GSP, New Section) 1-05.5(1) General The Contractor shall submit information for review by the Owner related to all material to be used on the project. Additional submittals are described in this section, as well as in Division 7. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -15 Each submittal shall be transmitted to the Owner Appendix B. If the Contractor desires to use the approved by the Owner prior to use. Each submittal shall be uniquely numbered. Submittals and cover sheets may be transmitted through e. -mail. 1-05.5(2) Required Submittals The Contractor shall provide the City all required Division 7, and where identified elsewhere in the Co 1-05.5(2)A Submittals for the Pre -construction The following items shall be submitted at the pr to Proceed. For each item, submit 3 hard copies thumb drive. 1. 2. 3. telephone numbers of contractor's and each Standard Specifications Section 1-05.13. employed by the Contractor and its subcontrac Superintendent and General Foremen (if any), Wage Rates for each submitted labor classifi Specification Section 1-09.6. Update and re whenever worker classifications are changed, MS Excel. equipment and small tools to be employed by work, and; working and standby (idle) hourly computed as required by Standard Specific Equipment Rental Rate Agreement referencE equipment classification file whenever eqt changed, added or deleted. Electronic ropy she :h the Submittal cover sheet included in own submittal cover sheet, it must be to the Owner in the Adobe PDF format ttals as identified in this section, in Documents. [struction conference prior to the Notice an electronic copy on a CD-ROM disk or irmation - Names and 24-hour contact contractor's key personnel identified in !s: Classification of all workers to be ,rs in the work, excluding the Contractor's nd; straight -time and overtime Weighted tion, computed as required in Standard ibmit the entire labor classification file ded or deleted. Electronic copy shall be in Rates: Make and model of each item of ie Contractor and its subcontractors in the rtes for each submitted item of equipment, ion Section 1-09.6 and the AGC/WSDOT therein. Update and resubmit this entire )ment or small tools classifications are be in MS Excel. 4. Contractor's Progress Schedule (Types: Progress schedule identified in Special Provisions Section 1-08.3(2)A. Formatshallbe lcrosoftProject orsoftware equal 5. Cost breakdown for lump sum items fSched le of Valuesl. if annlicable. 6. - Include names, certifications, and contact information. 7. List of all Subcontractors, including: a. Percentage value of work assigned. City of Bremerton February 2017 2017 Sewer Rehabilitation SP -16 1 1 i 1 b. Principal contact(s). c. Address d. Telephone and fax numbers. 8. List of all requested exceptions to the Contract Documents. Note: see 1-08.0(1) Preconstruction Conference 1-05.5(2)B Construction Submittals The following items shall be submitted at least two weeks prior to the associated construction activity to allow ample time for review and resubmittal if necessary. - Catalog information and data sheets for all materials to be installed on project (See section on technical submittals and shop drawings.) - Temporary Bypass Plans for individual pipe sections (See Section 7-08) - : Temporary Traffic Control Plans for each area. - Certification for Traffic Control Supervisor (TCS) - Spill Control and Prevention Plan, including 24-hour contact information. - Weekly look -ahead schedule per 1-08.3(2)D. - Any other construction -related submittal identified elsewhere in the Contract Documents. 1-05.5(2)C Technical Submittals (Shop Drawings) In addition to notification of material suppliers and fabricators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings. Shop drawings are defined as drawings or data, which illustrate how specific items, shall be fabricated, manufactured, or installed. Shop drawings are required for all shop, field fabricated or manufactured items and shall include all information necessary for the fabrication_ and installation of the item and to show conformance with these contract documents. The information shall include, but not be limited to: 1. For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and jacking equipment. 2. Shop drawings for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings. 3. Piping Fabrication and Placement Drawings. 4. Erection Drawings. 5. Diagrams, Illustrations and Data (product, design, or other). Manufacturers' standard catalog information and details maybe submitted; however, standard manufacturers' information and advertising literature may not necessarily be sufficient. City of Bremerton 2017 Sewer Rehabilitation February2017 SP -17 Samples: Physical examples of materials, equipm( representative of some -portion of the Work and w such portion of the Work will be judged. Samples quantity to clearly illustrate functional characteris range of colors available. 1-O5.5(2)D Additional Administrative Submittals The following administrative submittals shall be s t, or workmanship that are ch establish the standards by which bmitted shall be of sufficient size and ;s of products or materials and full d when noted: - Retainage account information -Submit prior to first invoice - Intent to Pay Prevailing Wage Rates for prim prior to performing any work at the site. - Certified Payrolls - Submit weekly. - Affidavit of Wages Paid - Submit prior to relea - Form titled " Acceptance of Compensation ai final payment. - Additional submittals where identified in the the Engineer. 1-05.5(4) Submittal Review Process 1-O5.5(4)A Submittal Transmittal When the Contract Documents require a submittz information to the designated City representative cover sheet included in Appendix -B. Each submitt related items within a single submittal. When r numbered with the submittal number followed by these shall be 4.A, 4.13, and 4.C). contractor and subcontractors - Submit of retainage. Release of All Claims". Submit prior to tract Documents and as requested by the Contractor shall submit the specified ria e-mail in Adobe PDF format using the shall have a unique number. Only include .iltiple items are included, these shall be letter (e.g. if Submittal #4 has three items, Submittals which are incomplete and/or do notl 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., For resubmittals, use the same number as the on the transmittal form. 1-05.5(4)B Submittal Review and Effect Unless otherwise specified, within 14 calendar dai comment, the City shall review the submittal transmittal cover sheet via e-mail in Adobe PDF foi City of Bremerton 20.17 Sewer Rehabilitation submittal and check the resubmittal box after receipt of a submittal for review and and return the reviewed copy with the February 2017 SP_ 18 1 L�� 1. If the review indicates that the material or equipment complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 2. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in 0&M data, a corrected copy shall be provided. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 5. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked "PRODUCT DATA/NOT REVIEWED. Acceptability of the material, equipment, or work shall be determined under normal inspection procedures. Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer or employee thereof, and the Contractor shall have no claim under the a contract on account of the failure, or partial failure, of material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no objection to the Contractor, upon his own responsibility, using the plan or method of ' work proposed, or providing the materials or equipment proposed. Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with the Contract Documents. Any action required is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with that of all other trades, and the satisfactory performance of his work. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: City of Bremerton 2017 Sewer Rehabilitation February2017 sP-19 If the Contractor fails to remedy defective or una iorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. . If the Contractor fails to comply with a written orc determines to be an emergency situation, the Engi unauthorized work corrected immediately, have t. or have work the Contractor refuses to perform cc other forces. An emergency situation is any situati delay in its remedy could be potentially unsafe, or damage to the public. Direct or indirect costs incurred by the Contractin; remedying defective or unauthorized work, or wu perform, shall be paid by the Contractor. Payment monies due, or to become due, the Contractor. Suc particular, but without limitation, compensation ft required, and costs for repair and replacement of correction, removal, or replacement of the Contra( to remedy what the Engineer ,er may have the defective and rejected work removed and replaced, pleted by using Contracting Agency or when, in the opinion of the Engineer, a ight cause serious risk of loss or Agency attributable to correcting and the Contractor failed or refused to ,rill be deducted by the Engineer from direct and indirect costs shall•include in additional professional services ork of others destroyed or damaged by or's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this s Agency's right to pursue any other avenue for add to the Contractor's failure to perform the work as 1-05.11 Final Inspection (City of Bremerton GSP) Delete this Section and replace it with the following: 1-05.11(1) Substantial Completion Date When the Contractor considers the* Work to be sl notify the Engineer in writing and request tha Completion Date. The Contractor's notice shall remain to be completed in order to achieve Final I inspection of the Work with the Contractor to Engineer may also establish the Substantial Comp If, after inspection, the Engineer concurs with th complete and ready for its intended use, the En€ will establish the Substantial Completion Date. consider the Work to be substantially complete a will notify the Contractor in writing and provide 1 City of Bremerton 2017 Sewer Rehabilitation ction shall not diminish the Contracting ional remedy or damages with respect squired. )stantially complete, the Contractor shall the Engineer establish the Substantial list the specific items of the Work that ompletion. The Engineer will schedule an etermine the status of completion. The Date unilaterally. Contractor that the Work is substantially neer, by written notice to the Contractor, after inspection, the Engineer does not d ready for its intended use, the Engineer ,e reasons therefor. February 2017 SP -20 1 1 1 Upon receipt of written notice either establishing the Substantial Completion Date or informing the Contractor that the Work is not substantially complete, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach substantial completion and physical completion of the Work. The Contractor shall provide the Engineer with a revised schedule. indicating when the Contractor expects to reach substantial and final completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for final inspection. 1-05.11(2) Final Completion and Acceptance When the Contractor considers the Work to be physically complete in entirety, including site demobilization, restoration, submitting of any record document or inspection reports, and ready for final inspection, the Contractor shall provide written notice to the Engineer requesting a final inspection. The Engineer will then schedule a date for final inspection. The Engineer and the Contractor will then make a final inspection, and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the Work to be incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until the listed deficiencies have been completed. This process will continue until the Contracting Agency is satisfied the listed deficiencies have been corrected and the Work is physically complete. If action to correct the listed deficiencies is not initiated within seven days after receipt of the written notice listing the deficiencies, the Contracting Agency may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed any extension of the Contract time or additional compensation because of a delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights hereunder. Upon correction of all deficiencies, the Owner will notify the Contractor, in writing, of the date upon which the Work was considered to have obtained Final Completion and acceptance. That date shall constitute the Final Completion Date of the Contract and shall constitute full acceptance of the Work. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraph of this Section. City of Bremerton 2017 Sewer Rehabilitation February2017 SP -21 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be d correspondence from the Contractor constituting of dispute, or other correspondence constituting the Contract, must be in paper format, hand deliv the Project Engineer's office. Electronic formats s copies of correspondence will not constitute such requirements of the Contract. Add the following new sections 1-05.16 and 1-05.17. 1-05.16 Water and Power (City of Bremerton GSP, New Section) The Contractor shall make necessary ar power for the performance of the work. The Contractor is permitted to use water supplie all fire hydrants will be available for use for clear activities associated with this project. Prior to co Contractor's responsibility to verify which hydra The Contractor shall use only those hydrants des A hydrant meter and backflow preventer assemb usage. The meter and assembly will be supplied designated by the Contractor. No charge for watt waste. The Contractor may relocate the meter ar during the work. The Contractor is solely respon meter and assembly at all times during the work. To obtain a meter and assembly, coordinate dire( Engineer, who will provide additional direction f� of Community Development. A deposit of $2000 and assembly. The deposit will be returned upor meter and assembly is returned undamaged. 1-05.17 Oral Agreements (October 1, 2005 AWPA, New Section) irected to the Project Engineer. All uny notification, notice of protest, notice notification required to be furnished under ered or sent via mail delivery service to uch as e-mails or electronically delivered notice and will not comply with the and shall bear the costs for supplying from City -hydrants during the work. Not ng, lining, or any other construction struction activities, it shall be the is will be available by contacting the City. Mated by the City. y must be installed at the hydrant prior to .nd installed by City staff at a hydrant to be r will be made unless there is obvious 1 assembly as needed to other hydrants ;ible for security and protection of the tly with the City Inspector or Project ir obtaining the hydrant from Department .s required prior to obtaining the meter completion of the project if the hydrant No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way City of Bremerton February2017 2017 Sewer Rehabilitation SP - 22 1 binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. n 1-06 CONTROL OF MATERIAL 1-06.4 Handling and Storing Materials (City of Bremerton GSP) This Section is supplemented with the following: The Contractor may be required to provide off-site storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility to secure all off-site storage areas, if needed, and shall include the costs for providing such storage areas in the Proposal for the individual equipment and material bid items requiring off-site storage. All off-site storage areas shall be fenced, secure and have access restricted or withheld from the general public. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. 1 I City of Bremerton 2017 Sewer Rehabilitation February2017 SP -23 (April 3, 2006) Confined Space Confined spaces are known to exist at the – Manholes The Contractor shall be fully responsible for the s compliant with Washington Administrative Code The Contractor shall prepare and implement a ( work .shall be performed in or adjacent to the prepared and implemented the confined space p and made available for review by the Owner upor All costs to prepare and implement the confined prices for the various items associated with the c 1-07.2 Sales Tax Delete this section, including its sub -sections, in its en 1.07.2 Sales Tax Qune 27, 2011 APWA GSP) locations: and health of all on-site workers and AC 296-809). )nfined space program for the work. No confined space until the Contractor has ogram. The plan shall be kept at the site request. program shall be included in the bid I space work. and replace it with the following: The Washington State Department of Revenue ha's issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid I contract amounts. In some cases, however, state Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained pei FHWA funded project) only if the Contractor has Department of Revenue a certificate showing the (RCW 60.28.051). The Contracting Agency may any amount the Contractor may owe the Washin whether the amount owed relates to this contra( paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to roads, etc., which are owned by a municipal cor or by the United States, and which are used prir includes storm or combined sewer systems witl road drainage system and power lines when su( in the unit bid prices or other I sales tax will not be included. entage (or release the Contract Bond if a ,btained from the Washington State all contract -related taxes have been paid educt from its payments to the Contractor :on State Department of Revenue, or not. Any amount so deducted will be wilding, repairing, or improving streets, oration, or political subdivision of the state, arily for foot or vehicular traffic. This �n and included as a part of the street or i are part of the roadway lighting system. City of Bremerton February 2017 2017 Sewer Rehabilitation I SP -24 e 1 For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency 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 unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(2) State Department of Wildlife and Fisheries (City of Bremerton GSP) Delete the last paragraph and replace with the following: Work in all items (1) through (8) above shall be incidental to other contract pay items. 1-07.6 Permits and Licenses (City of Bremerton GSP) Supplement this section with the following: City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 25 The Contractor shall obtain a City of Bremertonbusiness license before mobilizing to the site. No City. of Bremerton permits are required for this project. Any additional permits required for the work from state and federal agencies must be obtained by Contractor. Add the following new section: 1-07.16 (5) Public Notification Prior to Starting (City of Bremerton GSP, New Section) NOTIFICATION IMMEDIATELY PRIOR TO LINI property tenants, via flyer or door hanger, a n the lining operation. The Contractor shall notification to the City for review at least 5 notification shall advise the owners and tenant the Contractor's name, contact person and tele to avoid water use and flushing of toilets duri odors or loud activities that may result from th 1-07.17 Utilities and Similar Facilities Add the following new section: 1-07.17(3) Contractor's Responsibility for Utility (City of Bremerton GSP, New Section) JG WORK: The Contractor shall contact all iinimum of 48 to 72 hours prior to start of submit a draft of the property owner calendar days prior to distribution. The of the type of work, schedule and indicate hone numbers. The notification shall state ig the operation and describe any noxious work. & Services Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, power, oil, gaffs, water, sewer, storm sewer, or irrigation systems, operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. The Contractor shall protect, in place, all rail guy wires and anchors), television, power (ir gas, water, sewer, storm sewer, or irrigation s telegraph, telephone (including poles, guy (including poles, guy wires, and anchors), oil, t systems are encountered notify the Engineer, two (2) working days in advance of constri arrangements for protection or relocation o. shall pay all costs of protecting and/or relocati, ray, telegraph, telephone (including poles, luding poles, guy wires, and anchors), oil, stems from damage. If interfering railway, wires, and anchors), television, power is, water, sewer, storm sewer, or irrigation id the appropriate utility company at least :tion operations to permit the necessary the interfering structure. The Contractor n of such facilities. In the event of interruption to domestic water! sewer, storm drain, or other utility services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair subject to determination of responsibility. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -26 1 1 In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, Engineering Department, or Fire Department, as applicable, and the Engineer. All work and repairs to the water system shall be performed by City forces only. The services will be restored with similar or equal materials. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. Existing water mains are generally buried at 3' depth from the ground surface to the top of pipe. 1-07.17(5) List of Utility Owners 1 Following is a list of the utilities serving the work area indicating the name (if available) and telephone number of the responsible authority of the various utilities which should be notified if conflicts or emergencies arise during the progress of the work. Outside normal working hours, report emergencies and initiate contact with the appropriate individual by calling 911. 1 11 1 1 City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -27 UTILITY CONTACT TABLE Within City of Bremerton, Department of Public Works and Utilities (PWU): _UTILITY ` UTILITY NAME = CONTACT'. � TELEPHONE ,# Bremertonl PWU First Response 473-5920 Storm and Sanitary Sewers PWU Pat Jacobsen 473-5327 Water PWU Bob Zurbrugg Bill Davis 473-5249 473-2312 Streets PWU Colen Corey Shane Weber 473-5838 473-2354 Contact Utility Managing individuals above Engineer Ned Lever at 473-2398 if unable to contact PWU OTHER UTILITIES City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -27 Power Puget Sound Energy Dispatcher 888-225-5773 Telephone Century Link Repair Dept. 800-573-1311 Gas Cascade Natural Gas Mike Dunn 479-3966 Cable TV Comcast Jerry Biggs 377-8528 415-2477 (pager) Underground Utilities Locate Service 800-424-5555 All numbers are 360prefix unless noted otherwise City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -28 1 It R'' d 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (City of Bremerton GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (3 0) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage and shall contain a waiver of subrogation against the Contracting Agency for claims arising out of any operations, liabilities and obligations to which coverage applies. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). City of Bremerton 2017 Sewer Rehabilitation February2017 SP -29 H. The Contractor shall not begin work under the been obtained and approved by the Contractinj Failure on the part of the Contractor to mainta material breach of contract, upon which the Cc business days' notice to the Contractor to cora contract or, at its discretion, procure or renew premiums in connection therewith, with any s Contracting Agency on demand, or at the sole c against funds due the Contractor from the Con J. All costs for insurance shall be incidental to and the contract and no additional payment will be i ontract until the required insurance has Agency. the insurance as required shall constitute a racting Agency may, after giving five the breach, immediately terminate the ich insurance and pay any and all is so expended to be repaid to the cretion of the Contracting Agency, offset icting Agency. uded in the unit or lump sum prices of 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): the Contracting Agency and its officers, el volunteers The above -listed entities shall be additional insu maintained by the Contractor, whether primary, irrespective of whether such limits maintained b required by this Contract, and irrespective of wh by the Contractor pursuant to 1-07.18(3) descril the Contractor. officials, employees, agents, and A(s) for the full available limits of liability Kcess, contingent or otherwise, the Contractor are greater than those her the Certificate of Insurance provided s limits lower than those maintained by 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for thelwork. The certificate and endorsements must conform to the following requirements: An ACORD certificate or a form determi equivalent. 2. Copies of all endorsements naming Coni in 1-07.18(2) as Additional Insured(s), may submit a copy of any blanket additi City of Bremerton 2017 Sewer Rehabilitation by the Contracting Agency to be ing Agency and all other entities listed ing the policy number. The Contractor insured clause from its policies instead February2017 SP -30 1 i] 1 r III 1 1 of a separate endorsement. A statement of -additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits -shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. Commercial General Liability A policy of Commercial General Liability Insurance, including: - Per project aggregate - Premises/Operations Liability Products/Completed Operations - for a period of one year following final acceptance of the work. - Personal/Advertising Injury - Contractual Liability - Independent Contractors Liability - Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) - Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: - $1,000,000 Each Occurrence - $2,000,000 General Aggregate - $1,000,000 Products & Completed Operations Aggregate - $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability - $1,000,000 Each Accident $1,000,000 Disease - Policy Limit - $1,000,000 Disease - Each Employee Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: - $1,000,000 combined single limit Worker's Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -31 Excess or Umbrella Liability The Contractor shall provide Excess or Umbre million per occurrence and annual aggregate. shall apply, at a minimum, to both the Comme coverage. This requirement may be satisfied instead thr General and Automobile Liability coverage, or Pollution Liability The Contractor shall provide a Pollution Liabilil involving bodily injury, property damage (inclu not been physically injured), cleanup costs, rem pollutants, including costs and expenses incurn settlement of claims arising out of: 1. Contractor's operations related to this projec 2. Remediation, abatement, repair, maintenanc materials containing asbestos; anti/or 3. Transportation of hazardous materials away Such Pollution Liability policy shall provide the - $1,000,000 each loss and annual 1-07.23 Public Convenience and Safety (City of Bremerton GSP) Supplement this section with the following Work areas shall be barricaded to prevent pu work zone and the public. 1-07.23(2) Construction and Maintenance of D (City of Bremerton GSP) Delete this section and replace with the following: Unless otherwise noted, the Contractor shall r The Contractor shall build, maintain in a safe when no longer needed: 1. Detours and detour bridges that will accomi bridge during construction, 2. Detour crossings of intersecting highways, a City of Bremerton 2017 Sewer Rehabilitation Liability coverage at limits of one (1) is excess or umbrella liability coverage i1 General and Auto insurance policy the Contractor's primary Commercial combination thereof. policy, providing coverage for claims ing loss of use of tangible property that has diation, disposal or other handling of I in the investigation, defense, or and/or or other work with lead-based paint or any site related to this project. minimum coverage: access and provide a buffer between the two-way traffic during construction. n, keep open to traffic, and remove date traffic diverted from the roadway or February2017 SP - 32 1 1 1 3. Temporary approaches. The construction and maintenance of detours including traffic control and signing is the sole responsibility of the Contractor. The Contractor will be required to submit Traffic Control Plans in accordance with MUTCD, WSDOT requirements, and these specifications. Payment for Construction and Maintenance of Detours will be incidental to the project and included into other bid items. 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are generally or specifically described herein. Access to manholes on Sheets C1, C2, and C7 will require entering onto private property. The City is currently coordinating with private property owners to ensure access prior to construction. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours' notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each City of Bremerton 2017 Sewer Rehabilitation February 2017 SP - 33 property disturbed or otherwise interfered Witt this contract. The statement shall be signed by 1I authority acting for the owner of the private pr( been granted to use the property and all necess�l case of a release, that the restoration of the prol The statement shall include the parcel number, releases must be filed with the Engineer before 1-08 PROSECTION AND PROGRESS Add the following new section(s): 1-08.0 Preliminary Matters (City of Bremerton GSP) 1-08.0(1) Preconstruction Conference (City of Bremerton GSP) by reasons of construction pursued under ie private property owner, or proper )erty affected, stating that permission has ry permits have been obtained or, in the :rty has been satisfactorily accomplished. ddress, and date of signature. Written he Completion Date will be established. Prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Contracting Agency, the Engineer and such other persons as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress sch 2. To establish a working understar with or affected by the Work; 3. To establish and review procec approvals, submittals, etc.; 4. To establish normal working hou 5. To review traffic control; and 6. To discuss such other related iter The Contractor shall prepare and bring to listed in paragraph 1-05.5(2)A. 1-08.0(2) Hours of Work (City of Bremerton GSP) Except in the case of emergency, or unless Contracting Agency, the normal straight time we consecutive 8 -hour period between 7:00 a.m. maximum 1 -hour lunch break and a 5 -day worl working period for the Contract shall be establis prior to the Contractor commencing the work. will also be permitted by the Owner upon writtei City of Bremerton 2017 Sewer Rehabilitation e; among the various persons associated for progress payment, notifications, for the Work; as may be pertinent to the Work. meeting the pre -construction submittals therwise approved or directed by the -king hours for the Contract shall be any nd 6:00 p.m. of a working day with a week. The normal straight time 8 -hour ted at the preconstruction conference or � 10 -hour work day four days per week request by the Contractor. February 2017 SP -34 1 Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than the regularly scheduled workday (8 or 10 hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least 7 days in advance. If the Owner approves work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays, it will be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or if complaints are received from the public or adjoining property ;f owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. If requesting to work at night, at least 7 days of notice to the City shall be given to allow time Ifor the City inspector to adjust their schedule. The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. The Contractor will be required to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. If the Owner permits the Contractor to work outside the agreed upon work hours, this does not imply that the Owner agrees to pay for any wages or costs associated with overtime or extra work. Costs associated with overtime work shall always be borne by the Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task. 1-08.1 Subcontracting (City of Bremerton GSP) Delete the 8th and 9th paragraphs. The 8th paragraph starts with "On all projects..." 1-08.3(Type A ProgA 2) T ress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 10 calendar days of receiving the submittal. City of Bremerton . February2017 2017 Sewer Rehabilitation SP - 35 1-08.0(3) Construction Meetings (City of Bremerton GSP, New Section) Weekly meetings shall be held at a mutually a€ time. The purpose of the meeting will be to di account disagreements, review the Contractor's drawings. The Contracting Agency shall deve Contractor shall provide an updated 3 -week lc Owner's discretion, these meetings may be superintendent shall attend the weekly meeting. The Owner may schedule additional meetings t discuss specific issues on topics that may b progress meeting or require involvement fri project. When a special meeting is required, th all required attendees. Special meeting topics and bypassing flow. 1.-08.3 Progress Schedule 1-08.3(1) General Requirements (City of Bremerton GSP) Supplement this section with the following: The Contractor shall submit a Type A Schedule. eed-upon location and day of the week and :uss the work, resolve any quantity or force rogress and Schedule, and review the record p an agenda for each weekly meeting. The k -ahead schedule for each meeting. At the .ncelled. At a minimum, the Contractor's at the Contractor shall attend to review and too involved for inclusion in the weekly 1 others not directly associated with the Engineer will coordinate time and place for lay include, traffic control, work sequence, The Contractor shall use Microsoft Project 2010 scheduling software or approved equal. 1-08.4 Notice to Proceed (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: Notice to Proceed will be given after the contractMs been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to thel physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 36 i 1 1 1 11 1 L 1 t 1-08.5 Time of Completion (City of Bremerton GSP) Delete the text in this section and replace with the following paragraph: The Contractor shall begin work within ten (10) calendar days of the Notice to Proceed date. The Work shall obtain Substantial Completion within the time designated in 'Article Z' of the CONTRACT. Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from damages or liabilities for failure to complete the work within the time stipulated. 1-08.9 Liquidated Damages (City of Bremerton GSP) Delete and replace the second paragraph with the following: Liquidated damages are established per `Article 3' of the CONTRACT. The Engineer will deduct the accumulated amount from any money due or coming due to the Contractor. 1-09 Add the following new section: MEASUREMENT AND PAYMENT 1-09.1(1) Quantity Reporting Requirements (City of Bremerton GSP, New Section) 1: General. a. Requirement: Preparation of daily Quantity Reports generally as described in this Section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily Quantity Reports is to create a valid, contemporaneous record of all bid -item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work as it is performed. The daily Quantity Reports required herein shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. C. Correction of Errors: Nothing in this Section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. City of Bremerton 20.17 Sewer Rehabilitation February2017 SP -37 M d. Dispute Resolution: For the purposes of this Section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction, meeting and, to the extent possible, any dispute related to the quantity work performed during the preceding week shall be resolved and final bid item quantities agreed upon. Daily Quantity Report a. Report Preparation: The Engineer will complete a daily Quantity report for each day that work is performed. The Contractor shall furnish any required material invoices or load receipts to the Engineer each day in time for completion of the day's report. The Engineer and Contractor shall review each day's report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Quantity Report, acknowledging the quantities of ork and materials indicated in the Report. A sample of the City -provided form that will be used for all such reports is included in the Appendix of these Special Provisions. 1-09.6 Force Account (City of Bremerton GSP) Supplement this section with the following: The bid item "Force Account" has been includ - As directed by the Owner in accordance Work Change Directives and incorporated - Due to differing site conditions, as descr determines the Contractor is due addi which is not covered by the contract unit No payment will be made for any work approved in writing by the Engineer. Add the following new section: 1-09.6(1) Force Account Reporting Requirements (City of Bremerton GSP, New Section) 1. General. a. Requirement: Preparation of daily rep( all Force Account Work authorized by and Contractor. . in the Bid Proposal for changes: vith Section 1-04.4. This will be issued as nto the contract via a Change Order. d in Section 1-04.7, for which the Engineer nal. compensation per Section 1-04.7 and ices. this bid item that has not been expressly b. Controlling Record: City and Contracto such daily reports is to create a vali performed by the Contractor in respons by the City, with the goal of limiting disf of work as the work is performed. The generally as described in this Section, of City, is hereby required of both the City hereby acknowledge that the purpose of 1, contemporaneous record of all work to Work Change Directives (WCD) issued rtes by agreeing on the amounts and costs aily reports required herein shall become City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 38 �I u the controlling record and source documentation of the work actually performed, and the materials actually provided, by the Contractor for Force Account Work. c. Error Correction: Nothing in this Section shall bar later adjustment of quantities or costs for the purpose of correcting errors or omissions when such adjustment is L 1-09.7 Mobilization (City of Bremerton GSP) Supplement this section with the following: The lump sum amount for "Mobilization" in the Bid Schedule shall be approximately 10% of the base bid amount 1-09.8 Payment for Material on Hand (City of Bremerton GSP) Delete all the provisions in this section and substitute the following: The Owner will not makepaY Y ment for material on -hand. Payment will be in accordance with items as described in Division 7. City of Bremerton February2017 2017 Sewer Rehabilitation SP - 39 authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and final material quantities, labor hours and equipment hours agreed upon. 2. Daily Force Account Report a. Report Preparation: The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed. The Contractor shall furnish the material and equipment invoices required by Standard Specification Section 1-09.6 to the Engineer each day in time for completion of that day's reports. The Engineer and Contractor shall review each day's reports not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report. The City uses an equivalent of WSDOT Form # 422-008 titled 'Daily Report of Force Account Worked' for tracking force account work. A sample of the City -provided form that will be used for all such reports is included in the appendices. L 1-09.7 Mobilization (City of Bremerton GSP) Supplement this section with the following: The lump sum amount for "Mobilization" in the Bid Schedule shall be approximately 10% of the base bid amount 1-09.8 Payment for Material on Hand (City of Bremerton GSP) Delete all the provisions in this section and substitute the following: The Owner will not makepaY Y ment for material on -hand. Payment will be in accordance with items as described in Division 7. City of Bremerton February2017 2017 Sewer Rehabilitation SP - 39 1-09.9 Payments (City of Bremerton GSP) Delete the first four paragraphs and replace them with following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. Where applicable, the Contractor shall submit a bre the Preconstruction Conference to enable the Proje performed on a monthly basis. A breakdown is not basis for incremental payments as part of the respe breakdown, the Project Engineer will make a deters The Project Engineer's determination of the cost of Progress payments for completed work will be N Engineer. A progress estimate cutoff date will be ,down of the cost of lump sum bid items at Engineer to determine the Work !quired for lump sum items that include a ive Specification. Absent a lump sum nation based on information available. irk shall be final. upon progress estimates prepared by the blished at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum o 1. Unit Price Items in the Bid Form — the appro) completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on breakdown for that item, or absent such a bre determination. 3. Change Orders — entitlement for approved determined by the Engineer. Progress payments will be made in accordance with 1. Retainage per Section 1-09.9(1), on non FHWY 2. The amount of progress payments previously 3. Funds withheld by the Contracting Agency for Contract Documents. e following: quantity of acceptable units of work approved Contractor's lump sum own, based on the Engineer's cost or completed extra work as progress estimate less: ided projects; e; and sbursement in accordance with the Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.11 Disputes and Claims City of Bremerton 2017 Sewer Rehabilitation February2017 SP -40 1 1 1 I' 1-09.11(3) Time Limitation and Jurisdiction (City of Bremerton GSP) Replace all references to Thurston County with Kitsap County. Delete Sections 1-09.13(3) and 1-09.13(4) and replace with the following section: 1-09.13(3) Claims of Any Value (City of Bremerton GSP, New Section) The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09.11 and not resolved by nonbinding arbitration ADR processes, shall be resolved by litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney fees and litigation costs. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General (City of Bremerton GSP) ISupplement this section by inserting the following: 1 1 Any materials, labor or equipment required for maintaining traffic flow during the life of this Contract shall be furnished, placed and maintained by the Contractor, immediately upon request by the Engineer. Furnishing of and preservation and maintenance of traffic control devices shall be the sole responsibility of the Contractor. Emergency traffic such as police, fire, and disaster units, shall be provided access at all times. The Contractor shall be liable for any damages, which may result from failure to provide reasonable access or coordination. Existing Signs, Devices. and Pavement Markings• Existing traffic control and street name signs which interfere with construction shall be relocated, covered, or removed by the Contractor and temporarily stored in a safe place. "Stop", "Yield', and "One -Way" signs shall be removed, covered or relocated only upon approval of the Engineer. Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existing signs have been removed. Except as otherwise specifically provided in the contract documents, preservation and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor. As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall be reset in their permanent location by the Contractor. Signs and other traffic control devices damaged or lost by the Contractor, shall be replaced or repaired by the City of Bremerton 2017 Sewer Rehabilitation February2017 SP - 41 Contractor at no cost to the City. The option of replaced shall be the Engineer's, and such decision When paint lines are obliterated due to const temporary pressure sensitive pavement marking installed where designated by the Engineer. The; upon installation of permanent traffic channeliz separate bid item in the proposal, removal of peri of temporary striping shall be incidental to the proposal. Maintaining Two-way Traffic and Access: Ex traffic shall be maintained at all times. No dead - one way access at any time. During working he acceptable condition, all approaches.and intersect to businesses, parking lots, residences, etc. All str each working day unless otherwise noted in the al vhether a sign can be repaired or shall be hall be final and binding on the Contractor. ction activities or pavement restoration, ipe, traffic buttons or delineators shall be temporary features shall be removed only .on. Unless otherwise provided for by a hent striping and installation and removal nit contract price for other items in the ,)t as permitted by the Engineer, two-way d streets will be allowed to have less than s, the Contractor shall maintain, in a safe, is with roads, streets, alleys, and driveways is shall be open to local traffic at the end of •oved Traffic Control Plans. Except where permitted elsewhere in the Contract Documents or authorized by the Engineer in writing, during non -working hours, excavations I within roadways, driveways, pedestrian pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asI,phalt or covered with steel plates or other approved temporary bridging. The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as possible. The Contractor shall not open sections of the work and leave them in an unfinished condition. During normal working hours, the Contractor shall maintain, in a safe, acceptable condition, all approaches and intersections withroads, streets, alleys, and driveways to businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans. During non- working hours, the Contractor shall keep existing traffic lanes clear, without interference from construction operations, equipment or materials. 1-10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read: The Contractor shall provide signs and other traffic being furnished by the Contracting Agency at no add. maintain all construction signs, warning signs, deto necessary to warn and protect the public at all time Contractor's operations which may occur on highwe work shall be done on or adjacent to any traveled control devices are in place. 1-10.2 Traffic Control Management )ntrol devices not otherwise specified as onal cost. The Contractor shall erect and r signs, and other traffic control devices from injury or damage as a result of the s, roads, streets, sidewalks, or paths. No NM until all necessary signs and traffic City of Bremerton I February 2017 2017 Sewer Rehabilitation . SP - 42 1 1-10.2(1) General (City of Bremerton GSP) Supplement this section with the following: The TCS will be contacted to correct any traffic control or signing deficiencies during normal working hours or during evenings or weekends as necessary or required. The TCS shall respond as required by Standard Specification 1-10.2(1)B. If the Traffic Control Supervisor or the Contractor's forces do not respond within the required time, the City will make any necessary corrections using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor. All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials. ' The TCS shall be certified by one of the following organizations. The TCS certification shall be submitted to the City prior to any construction: J American Traffic Safety Services Association 5440 Jefferson Davis Hwy. Fredericksberg, VA 22407 (703)898-5400 Evergreen Safety Council 401 Pontius Avenue North Seattle, Washington 98109 1-800-521-0778 or (206) 382-4090 The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 1-10.2(2) Traffic Control Plans (City of Bremerton GSP) Supplement this section by inserting the following: Where work occurs in the ROW or easement, the Contractor shall prepare and submit a traffic control plan to the City for review. The plan shall be in accordance with MUTCD requirements and WSDOT Section K Traffic Control Plans. The plan shall be submitted for review and approval at least 7 days in advance of the actual work. Work shall not begin at a site without an approved traffic control plan for that site. The following intersections have high volumes of vehicle and pedestrian traffic: Wheaton Way and Sheridan Rd., lith St. and High Ave., 13th St. and High Ave., and 15th St. and High Ave. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP - 43 1-10.3 Traffic Control Labor, Procedures and 1-10.3(3) Traffic Control Devices Supplement this section by inserting the following: All signs required for traffic control as well as. shall be furnished by the Contractor. Add the following new section 1-10.3(3)L Parking Restriction Signs (City of Bremerton GSP, New Section)) Where, in the opinion of the Engineer, parkin construction work, parking may be restricted ei creates a hazard. Signs for restricting parking provided and placed by the Contractor. The Cor maintain the signs, if they are used in any street c construction work. If parking signs are used bey in another street being used as a detour, the Contractor. The placement of signs restricting paij and shall be placed at least 72 hours in advance restriction signs shall be placed two working removed, with the start date of the "no parking"i shall be clearly marked with Type I barricades c, (dates and times) that the area is to be clear of v easily read from a distance of 50 feet and shall stored or indicate a 24-hour telephone number ft of 72 hours advance notice is required before to% by the Engineer prior to use. Example wording of other signs prescribed by the Engineer g is a hazard to thru-traffic, or to the ther entirely or during the time when it shall be approved by the Engineer and tractor shall be responsible for and shall r easement that is directly involved in the )nd the confines of the work area, such as signs will be the responsibility of the -king shall be as approved by the Engineer of the needed parking removal. Parking lays in advance of needing the parking clearly shown. The area to be restricted irrying signs that give the specific period ehicles. Signs shall be large enough to be Iadvise where impounded vehicles will be ir obtaining that information. A minimum ving vehicles. All signs must be approved the signs is as follows: WARNING! TOW AWAY Z ' I NO PARKING FROM: DATE and TIME TO: DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL 1-10.4 Measurement (City of Bremerton GSP) City of Bremerton 2017 Sewer Rehabilitation NE TOWED February2017 SP - 44 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 Delete the entire section and replace with the following: No specific unit of measurement will apply to temporary traffic control. 1-10.5 Payment (City of Bremerton GSP) Delete the entire section and replace with the following: Temporary traffic control, which includes all equipment, labor and vehicles for developing and implementing traffic control plans, providing flagging, uniformed traffic control, Traffic Control Supervisor, Class A and Class B construction signs, detour routes, cones, barricades, flashers, sequential arrow signs, traffic safety drums, removal of permanent striping, installing and removing temporary striping and arrows, and other temporary traffic control devices, shall be considered incidental to all other work. Variable message boards (VMS), where used as directed by the Engineer, shall be paid as force account. City of Bremerton 2017 Sewer Rehabilitation END OF DIVISION 1 February2017 SP - 45 1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-08 GENERAL PIPE INSTALLA (City of Bremerton GSP) Section 7-08.3 is supplemented with the following: 7-08.3(5) Temporary Bypass Pumping 7-08.3(5)A General Requirements REQUIREMENTS In the performance of the cure -in -place -pipe (G ensure that existing sanitary sewer service to cul installation, and operation of a temporary bypass bypass pumping system shall consist of pumps, f other means/materials for temporarily divertin€ directing it to a manhole downstream of the reha PP) lining work, the Contractor shall tomers is maintained by the design, pumping system at each lining site. The iping, flow-through plugs, sand bags, and flow from the upstream manhole and )ilitation operation. Bypass pumping shall be done in such a manner as not to damage private or public property, or create a nuisance or public menace. The pumped sewage shall be in enclosed hoses or pipes that are adequately protected from traffic, ind shall be redirected into the appropriate sewer system. The discharge of sewage to Drivate property, ci streets sidewalks storm sewer. wetlands. or anv location other than an anproved sanitary sewer is prohibited. The Contractor shall be liable for all cleanup, da Contractor's operation cause any backups, The Contractor shall notify property and with SP 1-07.16(5). Discharge water from storm lines should be with local, state, and federal laws. and resultant fines should the vs, or property damage. owners prior to the work in accordance and disposed/treated in accordance The bypass pumping systems shall be designed to bump minimum 2 times the estimated flow rate shown on the plan sheets. For example, ifthe estimated flow rate is shown on the plan sheet as 200 gpm or less, the bypass system slIIti all be designed to pump minimum 400 gpm. At a minimum, all bypass pumping systems slhall be designed to pump no less than 100 gpm• . 7-08.3(5)B Backup Equipment and Monitoring Bypass pumping shall be scheduled for continuous operation with back-up pumps, generators, and/or other equipment available on-silte at all times for periods of maintenance City of Bremerton February2017 2017 Sewer Rehabilitation SP - 46 1 1 1 1 1 1 1 1 1 1 1 1 1 1 and refueling or failure of the primary bypass pump(s). The Contractor shall provide experienced monitoring personnel on site to verify the bypass pumping system remains functional. These individuals shall have the experience to operate and maintain the bypass system to ensure there is continuous operation of the bypass system. Prior to performing any work which requires bypass pumping (e.g. lining, cleaning, video), the primary and backup pump shall be installed, connected and tested with a piping manifold and isolation valves at the discharge so both pumps are always connected to the bypass piping and which allows switching between the primary and backup pump. Bypass pumping with only a single pump installed and operational will not be permitted, except in cases where the Owner determines that the flow is sufficiently low and the backup pump is immediately available on-site. 7-08.3(5)C Flow for Bypass System Design Wheaton Way and Sheridan Rd (Sheets C1 to C-31 Bypass pumping will be necessary to line the segment, MH R12-2029 to MH R11-1049, under Wheaton Way and Sheridan Rd. The up -stream flow can be diverted at MH R12- 2033 shown on sheet C-1 to flow to the west. The nearest downstream manhole without crossing Wheaton Way is located at the end of Hemlock Street. The Contractor shall provide measures to protect the bypass hose from vehicle traffic. There is a parallel 15 inch storm pipe northwest of the line segment MH R12-2029 to MH R11-1049. This storm pipe can be used as a conduit for placing hosing for the by-pass pumping system. Precautions need to be incorporated into the by-pass design to ensure that spills do not occur and any spills will be captured at the downstream storm manhole. Businesses must remain open during their normal hours of operation while performing the CIPP lining operation. 2805 Wheaton Way, Taqueria Los Cazadores, a restaurant that connects to the sewer line segment R12-2029 to Rll-1049 has no visible cleanout for by-pass pumping. In order to keep the business open during their operating hours of 10am to 10pm, the work shall be done at night and the lining shall not be inserted until after the business closes to prevent sewer backup The. lateral for The Visual Connection at 2816 Wheaton Way drains directly to MH R-12- 2029. High Ave (Sheets C-4 to C-61 At 111h Street, flow can be diverted at MH R14-20113 through a 6 inch overflow sewer main that flows to the east to MH R14-1043. The existing pipe is plugged at MH R14 - City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -47 20113 with concrete grout. The Contractor in bypass, which is incidental work. If above gro measures must be taken to protect the bypass 1 1 r remove the grout in order to allow for a id bypass piping is needed, adequate I iping from traffic. From 14th and High, starting at MH R14-2011and continuing to the north, there are two lines running through the manhole structures. There is an elevated 8" main 2' above an 18" sanitary sewer main. Highway 3 Crossing at'D' Street (Sheet C-7): Bypass pumping will be required by the Contra hill to Kitsap County sewer manholes on either 3059). Notify the City prior to the work to allo station OB -1. The total dynamic head for this t feet Do not perform this work without prior d coordination and scheduling with Kitsap Couni coordination between the car dealership and k division. ctor at MH R22-3029. Pump flow up the 'D' St. (MH J11-3052) or'E' St. (MH J11 - v the City staff to divert flow from pump ypass to get over the hill is estimated at 55 scussion with Owner since it requires y Public Works staff. The City will lead the pap County Public Works Wastewater The Owner reserves the right to stop the Contractor's work if the Inspector believes that the provided pumping equipment is inadequate for the anticipated weather conditions. In this case, the Contractor will be required to schedule Ithe work for another day. 7-08.3(5)D Bypass Side Sewer Laterals If the Contractor is unable to install the pipe liner land reconnect an active side sewer(s) within the time duration specified to the property) owner, bypass pumping of the side sewer to the sanitary sewer system shall be required if directed by the Owner. The Contractor shall verify whether service at a property is able to be interrupted prior to lining operations. When there exist situations wZe impacted properties cannot be disconnected, plugged, or subjected to any, other s�rvice interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the $ide sewer to the downstream sanitary sewer system shall be required prior to insertion of the liner system. If necessary, the contractor may install a cleanout to facilitate bypass pumping. Payment for bypassing a side sewer and/or installing a clean out for a specific property or business in order to maintain sanitary service, where directed by the Owner, shall be paid via force account as described in Section 1-09.6. � M 7-08.3(5)E Bypass Pumping Plan The Contractor shall prepare and submit bypass pu Ilnping plans in accordance with Section 1- 05.5. The plan shall show bypassing from the upst -eam to a downstream manhole. The a City of Bremerton February2017 2017 Sewer Rehabilitation SP - 48 1 1 1 1 i 1 1 LI 1 I 0 r 1 1 1 Contractor's plan for bypass pumping shall be reviewed by the City before the Contractor will be allowed to commence bypass pumping -and lining work at a particular site. Submit the plan at least 2 weeks before the actual work to allow sufficient time for review by the City. The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of his responsibility and public liability. At a minimum, the bypass pumping plan shall include the following information: • A plan showing the location of the pumps, tanks, generators, piping, and plugs. • Method of equipment noise control in accordance with City noise ordinance. • Plugs: Method, type, and size • Piping: Size, material, location, method of installation, and sizing calculations. • Pumps: capacity, number, performance curve, method of noise control. Include calculations demonstrating the pump can hydraulically perform with consideration of static lift, friction losses, and flow velocity. • Primary and standby power generator: Power and sizing calculations for application • List of backup equipment including pumps, hoses, generators, and pipe Work shall not begin at a site without an approved bypass pumping plan for that site. Work shall not begin at a site without an approved traffic control plan for that site. 7-08.4 Measurement This section is supplemented with the following: No specific measurement shall apply to temporary bypass pumping. 7-08.5 Payment Thissection is supplemented with thefollowing: Temporary bypass pumping shall include bypass pumping plan, equipment, personnel, fuel, monitoring, power, pumps, piping, barricades, emergency stand-by equipment, trenching for burial of pipe, removal of pipe, pavement restoration costs, and all other work necessary to maintain uninterrupted sanitary sewer services by bypassing the applicable sewer system flows associated with cleaning, video inspection, CIPP lining, and reinstating the respective laterals and sewers. Temporary bypass pumping shall be considered incidental to the work. 7-20 PIPE PRE -INSTALLATION CLEANING, INSPECTION AND ASSESSMENT (City of Bremerton GSP, New Section) City of Bremerton 2017 Sewer Rehabilitation February2017 SP -49 7-20.1 Description This work shall generally consist of cleaning, and performing CCTV inspections of all the si 7-20.1(1) Submittals Submittals shall be in accordance with Section shall include, but not be limited to, the items is 1-05.5. The following items shall be submitted work. 1. Pre -Lining Inspection Reports oving and disposing of waste materials, main segments included in this project. -05.5 of these specifications. Submittals ntified in these specifications and in Section )Ilowing the pipe cleaning and inspection After each video inspection has been completed, the Contractor shall provide the Engineer with two (2) copies of the Pre -Installation Inspection CD/DVD and associated Inspection Report for each sewer main segment. Each designated sewer main, which may include multiple pipes, shall be on a separate disk. The Pre -Installation Inspection CD/DVD'and associated Inspection Report for a sewer main segment shall be submitted to the Engineer at least five (5) working days prior to requesting "wet -out" for th�t sewer main segment. Alternatively, the Contractor may submit�any videos on a USB 3.0 thumb drive. 7-20.3 Construction Requirements 7-20.3(1) Equipment Cleaning Equipment Cleaning equipment shall be capable of removing materials and obstructions from the sewer lines. field condition such as access to manholes, quanti condition of sewer main pipe, and pipe lining acti Video Inspection Equipment 1, grease, rocks, sand, roots and other ection of equipment shall be based on of debris, size of sewer main pipe, ies. The Contractor shall inspect the sewer interior walls of the sewer main pipe using a color CCTV camera with a lens capable of rotating 360 degrees to allow the Contractor to look directly up tees and wyes. It is entirely the Contractor's responsibility to cho and software which will produce CCTV inspection CCTV inspection standards of this specification. Sl equipment become damaged or degraded during 1 not capable of producing the minimum standards, to repair or replace the affected equipment. No ad granted for the repair or replacement of damaged se and provide the correct equipment and reports that meet the minimum Auld any of the CCTV inspection le course of this project, such that it is shall be the Contractor's responsibility tional work days or payment will be r degraded equipment. City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 50 1 1 1 t 1 1 1 1 �I 1 1 1 1 7-20.3(2) Personnel All CCTV inspections shall be performed by a trained operator who documents the date of the inspection, the condition of the pipe at each phase including before and after liner installation, breaks, obstacles, and side sewers by closed circuit television. ' 7-20.3(3) Cleaning Prior to conducting CCTV inspection, the Contractor shall clean the sewer main segment. Clean shall be defined as the removal of all accumulations including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, and any other solid or semi-solid material existing in the pipe with 100% debris removal. It will be the Contractor's responsibility to make as many cleaning passes as necessary to meet the above definition of 'clean'. Sludge, dirt, sand, rocks, grease, and other solids or semi-solid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materials from manhole section to manhole section is not permitted. All roots shall be removed from the sewer lines. Special attention shall be used during the cleaning operation to assure removal of roots from the joints and side sewer connections. Procedures may include the use of mechanical equipment such as rodding machines, root cutters, porcupines, and high -velocity hydro -jet cleaner. During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid any damage to the existing pipe. Any damage of the sewer main pipe resulting from the Contractor's cleaning operations, regardless of the existing condition of the pipe, shall be the responsibility of the Contractor. The Contractor shall use extreme care to not further damage the pipe during cleaning operations. 7-20.3(4) Waste Material Disposal 1 1 The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at an off-site location that accepts waste material. Trucks hauling solids or semi-solids from the site shall be watertight so that no leakage or spillage will occur. Under no circumstances shall sewaae or solids be dumped onto the around surface. streets. catch basins, or storm drains. 7-20.3(5) CCTV Inspection The Contractor shall perform CCTV inspection after cleaning the sewer lines to document the condition of the host pipe, verify the number and footages of side sewer connections, and verify the lines were cleaned in accordance with these specifications. In order to allow for an accurate analysis of the condition of the existing sewer main/host pipe, the Contractor shall ensure that the entire surface of the sewer main under inspection is clearly visible. When the depth of sewage, which may be caused by existing defects such as sags, offsets, voids, etc., obstructs the ability of the Engineer to clearly view the sewer City of Bremerton 2017 Sewer Rehabilitation February 2017 SP - 51 main/host pipe surface, the Contractor shall halt from the main using high velocity jetting machin acceptable to the Engineer. Once the main sectioi inspection may resume. When obtaining video footage of the side sewer c sufficient detail to allow the Owner to determine the inspection and remove the sewage s, or other non-destructive methods under inspection is clear of sewage the ns, the video shall provide the connection is still active. If the incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the entire surface of the sewer main/host pipe under inspection, the Contractor shall temporarily plug all incoming flows to the upstream manhole, and bypass pump around the plugged segment and the sewer main segment ur der inspection. Bypass pumping from the upstream manhole shall be utilized as needed. Flows introduced by laterals are unavoidable and expected, however, should these flows introduce sufficient fluids to obscure the visibility of the pipe, the Contractor shall halt the inspection until the sewage has been removed. The Contractor shall remove all rocks and sediments, grease, grout, protruding laterals, or other obstructions that would otherwise prevent the installation of a liner. This shall be done prior to completing the CCTV inspection. The Contractor shall maintain a clean and clear Ins for the duration of the CCTV inspection. Should the lens become soiled, or fogged, or otherwise impaired to any degree that impedes the ability to clearly see the condition of the pipe,) the Contractor shall halt the inspection and clean/clear the lens of any foreign matter im eding the visual inspection. No additional compensation will be made for re -inspections rewired by the Engineer due to soiled, fogged, or otherwise impaired camera lenses. The Contractor shall maintain sufficient light levels within the main to allow for visual inspection of the pipe walls for a minimum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, and four {4} feet for all pipe sizes 12" and up. Additionally, the Contractor shall make certain that the light levels are not so bright that visual inspection is impeded. Should the camera get stuck in the sewer, the Co extracting it. Costs related to difficulties encounl incidental to the contract, and claims will not be for shall be responsible for all costs in during internal video inspection are dered. IIJ The video files shall be recorded and submitted in MPEG -4 format and be PACP compliant databases. No other file format will be accepted unless approved by the Engineer. I The CC video shall include the following in Continuous display: - Date of inspection City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 52 9 1 Main segment number =Upstream and downstream manhole numbers Current distance along the mainline ' Audio: Date of inspection - Confirmation of upstream and downstream pipe manhole numbers ' - Description of pipe size and pipe material Description of setup - Description and location of defects - Description and location of lateral connections. Upstream and downstream manhole numbers - Current distance along the mainline The inspection report shall include the following information: ' -Date of Inspection -Reference to name of video (MH to MH) • Corresponding plan sheet number for segment • Main segment number -Upstream and Downstream Manhole Numbers • Street Location • Basin Name -Setup (Normal or Reverse Flow) • Pipe size and material • Status (Active or Inactive) of all side sewers • Location, length, and depth of water of sags • Location and description of defects • Confirmation of ability or inability to rehabilitate the subject sewer main segment using CIPP 7-20.3(6) Assessment of Sewer Lines 1 1 1 7-20.3(6)A General This work shall generally consist of assessing the existing condition and ability to line a sewer main segment. In addition to the videos, the Contractor shall prepare and submit a Pre -Lining Inspection Report which shall note the pipe condition, lateral footages and clock position, root protrusions, and any other information required to understand the pipe condition for lining. Based on a review of the video and report, the Owner will make a determination of which laterals must be restored (active) and whether spot repairs of the pipe are required prior to the work City of Bremerton 2017 Sewer Rehabilitation February2017 SP- 53 7-20.3 (6)8 Lining Feasibility Minimum Acceptable Conditions The Contractor is responsible for determining wl suitable for CIPP lining. The Contractor shall not segment with existing defects that interfere with or which may interfere with future CCPV inspect. way the quality of installation of the CIPP liner s) Engineer. The following sewer main pipe defects and cor when performing CCTV Inspection review and Sags: her or not a sewer main segment is tall a CIPP liner in any sewer main cause a reduction in hydraulic capacity, operations, or which may hinder in any gym. If a sewer main segment is not shall be considered as guidelines lining feasibility assessments. Any section of a sewer main segment that has a sag which causes sewage levels to continuously reach half pipe or greater, and whicl�re is longer than ten (10) feet in length shall be noted on the Pre -lining inspection report andsented to the Engineer. The Engineer shall make the final determination of whether the sag is acceptable or needs repair prior to lining. Protruding Laterals: Any side sewer lateral that encroaches into the inside diameter of the sewer main host pipe shall be considered a protruding lateral. The Contractor shall take appropriate measures to i internally remove that portion of the lateral that s protruding. The method used to remove the protrusion shall not be destructive to that po Inion of the side sewer lateral outside of the inside surface of the of the sewer main host pipe, and shall result in a smooth, non - jagged edge which will not hinder in any way the quality of the installation of the CIPP liner system. If the Contractor is unable to remove the protru Installation Inspection Report and presented to final determination of whether the protruding h lining. Internal removal of protruding laterals sI Installation Cleaning and Inspection", per linear Bends and Curves: ig lateral it shall be noted in the Pre - e Engineer. The Engineer shall make the ral is acceptable or needs repair prior to 1 be included in the cost for "Pre- ot. If, in the opinion of the Contractor, there exists a 'section in the sewer main segment with bends or curves which may prevent lining operations, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted in the Pre-Liniing Inspection Report and presented to the Engineer. Offset Joints: Any joint that is offset by more than one half (1/Z) of an inch in an 8 -inch diameter pipe or one (1) inch in a 10 -inch diameter pipe or larger shall be noted on the Pre -lining inspection City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 54 report and presented to the Engineer. The Engineer shall review the defect and make a final ' determination of whether the offset is acceptable or needs to be repaired prior to lining. Roots: ' The contactor is required to remove all roots within the sewer main pipe as part of the cleaning operations. If there are any roots growing into the main from a side sewer lateral the Contractor shall take measures to cut them back to the point that they are no longer in the main. The Contractor shall note these occurrences in the Pre -Lining Inspection Report. Other Defects: ' Any other defects in a sewer main segment that, in the Contractor's opinion, will impede the Contractor's ability to clean and/or line to the level of quality required within these contract provisions shall be noted in the Pre -Lining Inspection Report and presented to the Engineer. On Sheet C-7. video from 2012 shows exposed and sagging rubber gaskets starting at Manhole #1122-3029 and extending west past the vertical bend, approximately 40 total LF. Removal of the exposed gaskets shall be considered incidental to cleaning of this pine segment. 7-20.4 Measurement 1 1 77 1 1 L' i Measurement for pre -installation, cleaning, and video inspection of sanitary sewers shall be per linear foot as shown on the plan sheets C-1 to C-7 under Pipe Length. The quantity has been determined by the Owner and is based on actual field measurements; center of upstream manhole lid to the center of the downstream manhole lid minus the radii of the two manholes. This value is fixed and will only be revised in the event of a major discrepancy. If the Contractor believes that a major discrepancy exists, they shall bring it to the attention of the Owner immediately and prior to lining. 7-20.5 Payment "Pre -Installation, Cleaning and Video Inspection of Mains, Up to 10 -inch Diameter", "Pre -Installation, Cleaning and Video Inspection of Mains, Greater than 10 -inch Diameter" As described in this section and elsewhere in the contract documents, payment for cleaning, video inspection and evaluation of all sanitary sewer pipe on the project prior to CIPP lining shall be per linear foot. Temporary bypass pumping and traffic control shall be considered incidental to the bid item. Where the Owner directs spot repairs of the pipe, including excavation, exposing and repair/replacement of portions of the pipe, prior to the lining installation work, these shall be paid via force account in accordance with Section 1-09.6. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP - 55 7-21 CURE -IN-PLACE PIPE (CIPP) RE (City of Bremerton GSP, New Section) 7-21.1 Description ATION (New Section) This work shall consist of rehabilitating sanitary ewer pipelines using CIPP lining within the existing, structurally deteriorated pipe. The rehabilitation of pipelines utilizing CIPP sh; resin -impregnated flexible felt tube or composi when cured, shall extend the full length of the o sound, smooth, joint -less and watertight pipe. I accurate and defect free installation of the new herein. Piping plan sheets with stationing from b generally consist of the installation of a felt and carbon or glass fiber tube which, ;final pipe and provide a structurally Contractor is responsible for proper, pe regardless of the methods described to end are in Appendix C. 7-21.1(1) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differeces exist between codes and standards, the one affording the greatest protection shall ap ly, 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 PI I stic (GRP) Cured -in -Place Thermosetting Resin Pipe (CIPP) ASTM F1216 Standard Practice for Rehabilitationof Existing Pipelines and Conduits by the Inversion and Curing of a Resin -Impregnated Tube. ASTM F1743 Standard Practice for Rehabilitat. Pull in and inflate and Curing of a Resin-Impre ASTM 0543 Test Method for Resistance of Plas ASTM 0578 Standard Specification Glass Fiber ASTM 0638 Standard Test Method for Tensile of Existing Pipelines and Conduits by the ted Tube. to Chemical Reagents of Plastics. ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. ASTM 02122 Standard Test Method for Fittings ASTM 03567 Standard Practice for Determining 1 Reinforced Thermosetting Resin) Pipe and Fittin; City of Bremerton 2017 Sewer Rehabilitation ng Dimensions of Thermoplastic Pipe and s of "Fiberglass" (Glass -Fiber - February 2017 SP - 56 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 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 7-21.1(2) Contractor Submittals Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section 1-05.5 of these specifications. City of Bremerton 2017 Sewer Rehabilitation 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 F1216 and ASTM F1743. 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. Informational Handout for Public - The Contractor shall submit an informational handout that describes the materials, processes, installation, pressures, temperature limitations, and odors associated with the lining process that shall be provided at the request of concerned residents. February 2017 SP -57 H. "Wet -out" sheets - Reference pa Post -Installation Inspection Repo 7.21.2 Materials 7.21.2(1) General Neither the CIPP product, nor installation, shall c processes or facilities. The use of the product sha of any detrimental compounds or by-products at Contractor shall notify the City and identify any >_ operations, test and monitor the levels, and coml requirements. 721.2(2) Product Storage and Handling 7-21.3(1) Reference paragraph 7-21.3(5). Ise adverse effects to any of the City not result in the formation or production ie wastewater treatment plant. The -products produced as a result of the � with any and all local waste discharge 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 (UV) degradation. 7°21.2(3) Tube 1. The tube shall consist of one or more layers non -woven or woven material, or a combing capable of carrying resin, and withstanding i temperatures, as required in ASTM F 1216, � ASTM D 5613, Sections 5, 6 and 8. The tube i glass or carbon fibers. 2. The tube shall be manufactured to a size that circumference and the length of the original I to bridge missing pipe sections and be able tc negotiate bends. Allowance shall be made for stretching during installation. Diametric shrii the requirements of ASTM D 5813, Section 6.; City of Bremerton 2017 Sewer Rehabilitation flexible, needled felt or an equivalent on or non -woven and woven materials, tallation pressures and curing :tion 5 or ASTM F 1743, Section 5; and .y also contain felt layers reinforced with vhen installed will snugly fit the internal pe. The tube shall have sufficient strength stretch to fit irregular pipe sections and :ircumferential and longitudinal ling during the curing process shall meet 1 or better. February 2017 SP - 58 1 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. ' 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. 1 1 1 1 1 1 1 1 1 1 1 1 1 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. The minimum length of the tube for any sewer main segment shall be that deemed necessary by the installer to effectively span the distance from the starting manhole to the terminating manhole or access point, plus that amount required to run-in and run- out for the installation process. 10. 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. 7-21.2(4) 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 City of Bremerton 2017 Sewer Rehabilitation February2017 SP - 59 able to cure both in the presence and with( temperature for cure should be less than 1 the resin/liner system shall meet the struc of ASTM F1216 and or ASTM F1743. The r 3. The activated resin shall contain a colorant and the installation and curing process, such Phthalo-Blue, or equivalent, at a level of 0.01 colorant shall be added concurrently with th immediately after adding it to the resin, to se assurance indicator. For`systems using a phc activated resin is required. 7-21.2(5) CIPP Structural Requirements the presence of water and the initiation degrees Fahrenheit. When properly cured •al and chemical resistance requirements .n shall be Corezyn CORVE8295 or equal. .npatible with the resin, organic peroxides s Creallova® CHROMA CHEM 844-7260 ).035 % by the weight of the resin. The organic peroxide activator solution, or ve as a multi-purpose visual quality, )-initiator catalyst no colorant in the 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 requirement Contractor's Design Engineer shall submit sta installation of any liner. The designs shall incl all equations, defines all variables, lists all ass used for the design. 2. The minimum liner thickness to be used thickness, shall never be less than 6 mm. of all applicable ASTMS. The ►ped and signed designs prior to the de a step by step calculation that shows mptions, and clearly indicates all values all cases, regardless of the calculated 3. For a particular bid item, 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 ( Factor at 50% of the initial design flexural m method. 5. The cured in place pipe material (CIPP) shall listed below. year extrapolated) Creep Retention ,flus as determined by ASTM D790 test rm to the structural properties as Minimum Physical Properties Property Test Method Cured Composite Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of Elastici ASTM D-790 short term 300,000 psi Flexural Strength ASTM D-790 4,500 psi City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 60 1 t 1 1 1 L 11, 1 11' r. f 1 1 1 1 1 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 F1216, and the following design parameters: Design Safety Factor 2.0 Creep Retention Factor SO% Ovali 2% Modulus of passive soil reaction 1,000 psi Groundwater Depth Assume at surface 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 7-21.2(6) 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 H 6-9 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 The Contractor shall be responsible for all costs associated with the chemical resistance tests. City of Bremerton 2017 Sewer Rehabilitation February2017 SP -61 7-21.3 Construction Requirements 7-21.3(1) Preparatory Work 1. Notification of property owners along notification requirements. 2. Cleaning and video inspection of pipes per I. The values for pipe diameter and length give best available information. Do not order m; provided in the contract. The Contractor s diameter and length in the field prior to ordc with resin, to ensure that the tube will have of the run. route. See Section 1-07.16(5) for 7-20 of these specifications. in the contract documents are based on independently verify pipe inner ;and prior to impregnation of the tube cient length to extend the entire length 4. Active Side Sewers: Sewers 8" diameter and 'greater shall be controlled by a temporary bypass as needed or required by City staff. Coordinate all bypassing with City staff. Submit a bypass plan for controlling flow into the pipe for review as described in Section 7-08. 5. "Wet -Out" Process for Resin/Tube Composite a. The quantity of resin used for the tube in volume of all voids in the tube material m polymerization shrinkage and the loss of the host pipe wall. C. A vacuum impregnation process shall be throughout the length of the tube, the leN advance shall be coordinated so that whi the flexible membrane shall be small, shy thickness or 3 -mm, whichever is less, an, per unit length. A roller system shall be used to uniforml The roller gap dimension shall be calculz correct volume of resin/tube per foot co the flexible membrane. regnation shall be sufficient to fill the h additional allowances for !sin through cracks and irregularities in .sed. To ensure thorough resin saturation 1 of the vacuum and the speed of the resin spots (dry areas) at the inside surface of low, less than 10% of the tube wall be less than 1% of the volume of the resin distribute the resin throughout the tube. �d by a method that determines the ained within the confining perimeter of 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. City of Bremerton February2017 2017 Sewer Rehabilitation SP- 62 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. 7.21.3(2) Pipe Liner Installation 7.21.3(2)A 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 F1743, 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'. 2. Bypass pumping from upstream manholes shall be utilized in accordance with Section 7-08 of these Special Provisions to exclude any sewage from entering the line during inspection and to maintain sewer service for adjacent piping. All standing sewage 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 City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 63 �a 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. 7.21.3(2) Pipe Liner Installation 7.21.3(2)A 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 F1743, 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'. 2. Bypass pumping from upstream manholes shall be utilized in accordance with Section 7-08 of these Special Provisions to exclude any sewage from entering the line during inspection and to maintain sewer service for adjacent piping. All standing sewage 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 City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 63 �a to allow for the monitoring and lob The Contractor shall have back-up 4. Tube Insertion - The wet -out tube sh air or water inversion, or a pull -in m( inverted through an existing manhole extended to the next designated man head shall remain constant to avoid i protect the manholes to withstand fo pressures used while installing the tt installation process the Contractor sl prior to its use for approval. No petrc g of temperatures during the cure cycle. nitors available at all times. .1 be positioned in the pipeline using either hod. The tube shall be pulled -in or or approved access point and fully ole or termination point. The pressure rinkles in the liner. The Contractor shall -es generated by equipment, water, or air ie. If a lubricant is used during the ►I1 submit a material data to the Engineer eum 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. 7-21.3(2)B Curing and Cool Down for Heated Water or Steam 1. 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 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 olf 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 recommended temperatures, suitable moni incoming and outgoing heat source during t City of Bremerton 2017 Sewer Rehabilitation sieved at the approved manufacturer's •s to gauge and record temperatures of the curing and cooling shall be placed February 2017 SP- 64 between the tube and pipe invert at each end. A back-up monitor is required in the event of monitor failure. 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 betaken in the release of the static head so that a vacuum will not develop that could damage the newly installed liner. � 7.21.3(2)D 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 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 requivalent repair equal to the product installed. Il t 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 at the inlet and outlet points in the manhole. 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 City of Bremerton 2017 Sewer Rehabilitation February2017 SP -65 by the Engineer prior to start of products are not acceptable. 7-21.3(3) Internal Reinstatement of Side Sewers After the CIPP lining has properly cured and coy operation, the Contractor shall cut a temporary lateral. This opening is temporary and full -rein The temporary opening shall be minimum 4-inc Full side sewer (lateral) reinstatement shall be performed by a qualified individual with exper The cutting device shall produce a neat, clean a 100% maximum of the same size and configure Side sewer laterals shall not be overcut beyond t] Provisions. In the event a side sewer lateral is ov short liner and re -cut the side sewer lateral. The reinstating connections that are PVC so as not to will require repairs with a lateral sealing system. sealing shall be repaired at the contractor's expel The Contractor shall independently verify the laterals. 11 Hydraulic cements and quick -set cement !d and within 8 hours of starting the lining �. )ening to relieve sewage flow at each itement will occur as further described. diameter. mpleted within 48 hours and shall be ice in successful internal lateral cuttings. smooth opening 95% minimum and )n of the existing side sewer lateral. [e tolerances specified in these Special !rcut, the Contractor shall repair using a Contractor shall use extra care when -ut through the fitting. Cut PVC fittings Overcut side sewer laterals or lateral ase. ation and total number of all side sewer The Owner will review the videos and pre -lining Inspection report to determine which lines are active and require reinstatement. The Owner will submit to the Contractor a list of all laterals that must be re -instated. For this reason, it is critical that the Contractor provide all Pre -Lining Inspection Reports to the Owner as sufficient time to review them. If the contractor reinstates a side sewer lateral tf effectively introduced a point for infiltration to ei circumstance, the Contractor shall perform, at th external spot repair to remove this potential soul materials shall be approved by the Engineer prio payment shall be paid for the spot repair of side If the Contractor fails to reconnect an active side n as possible to allow the Owner 01 it is inactive, the Contractor has ter the sewer main segment. In this it expense, an appropriate internal or -e of infiltration.. Spot repair methods and to implementation. No additional ewer lateral reinstatements. ver lateral the Contractor shall use whatever means necessary to reinstate the side sewer lateral at his/her own expense. The Contractor shall be held financially liable for all claims for damages resulting from the missed or untimely sewer reinstatements.) Where two laterals come together ata common considered a single reinstatement. Coupons from side sewer reinstatements shall at the pipe wall, this shall be II�� 10• collected and disposed of off-site City of Bremerton February 2017 2017 Sewer Rehabilitation SP - 66 V I 1 1 7.21.3(4) 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 �j 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 (MH to MH), location of all reconnected side sewer laterals, debris, as well as any other defects in the liner, including, but not limited to, gouges, cracks, bumps, or bulges. t� f 1 11 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 byby 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. 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. 7-21.3(5) 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. City of Bremerton 2017 Sewer Rehabilitation February 2017 SP -67 7-21.3(6) Sampling and Laboratory Testing The physical properties of the installed CIPP properties per Section 7-21.2(5) verified thr laboratory testing. shall meet the minimum physical field sampling and certified, third -party 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 • Main segment number • Upstream and downstream MH ID# All material testing shall be performed at the Cc project shall be withheld pending receipt and al tested do not meet minimum requirements, the replacement or a reduction in payment. tractor's expense. Final payment for the roval of the test results. If properties PP liner is subject to rejection, The Contractor shall supply samples to an agreed upon certified, third -party testing laboratory. The laboratory name and accreditation information must be submitted to the City prior to any lining work. Payment for labo lining process. 7-21.4 Measurement Restoration of side sewer (laterals) reinstatem that is restored. ry testing will be incidental to the CIPP will be measured per each side sewer Measurement for rehabilitation of sanitary sewer's using cure -in -place -pipe method shall be the linear foot as shown on the plan sheets C-1 to C-7 under Pipe Length. The quantity has been determined by the Owner and is based on actual field measurements; center of Upstream manhole lid to the center of the downstlream manhole lid minus the radii of the two manholes. This value is fixed and will only be revised in the event of a major discrepancy. 7-21.5 Payment "Side Sewer Reinstatement" Payment for side sewer reinstatement, per each, all labor, equipment, and materials necessary to r described in Section 7-21.3(3). Actual quantities progresses, and will be paid at the original bid pri items shall not be subject to the provisions of 14 City of Bremerton 2017 Sewer Rehabilitation ;hall be considered full compensation for erform side sewer reinstatement as ,vill be determined in the field as the work ce, regardless of final quantity. These bid L6 of the Standard Specifications. February 2017 SP - 68 I 1 1 1 "Cure in Place Pipe" "Spruce to Clare: CIPP for 8 -inch Sewer" "Spruce to Clare: CIPP for 10 -inch Sewer" "High Ave: CIPP for 6 -inch Sewer" "High Ave: CIPP for 8 -inch Sewer" "High Ave: CIPP for 12 -inch Sewer" "High Ave: CIPP for 15 -inch Sewer" - "High Ave: CIPP for 18 -inch Sewer" "Highway 3 Crossing: CIPP for 18 -inch Sewer" Payment for rehabilitation of sanitary sewers using cure -in -place -pipe method shall be per lineal feet and shall include all costs for installing, testing, curing, and final video inspection of the installed liner to provide a complete and rehabilitated sewer main. Temporary bypass pumping and temporary traffic control shall be considered incidental. City of Bremerton 2017 Sewer Rehabilitation END OF SECTION February 2017 SP- 69 THIS PAGE LEFT INTENTIONALLY BLANK 1 1 1 APPENDIX A KITSAP COUNTY PREVAILING WAGE RATES 1 1 THIS PAGE LEFT INTENTIONALLY BLANK 1/11/2017 about:blank 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. Y Journey Level Prevailing Wage Rates for the Effective Date: 2/23/2017 County irade Job Classification Wage Holiday Overtime Note Kitsap FlagQers Journey Level $38.36 7A 31 Kitsap Laborers Air, Gas Or Electric Vibrating Screed $45.25 7A 31 Kitsap Laborers Airtrac Drill Operator $46.66 7A 31 Kitsap Laborers Ballast Regular Machine $45.25 7A 31 Kitsap Laborers Batch Weighman $38.36 7A 31 Kitsap Laborers Brick Pavers $45.25 7A 31 Kitsap Laborers Brush Cutter $45.25 7A 31 Kitsap Laborers Brush Hog Feeder $45.25 7A 31 Kitsap Laborers Burner $45.25 7A 31 Kitsap Laborers Caisson Worker $46.66 7A 31 Kitsap Laborers Carpenter Tender $45.25 7A 31 Kitsap Laborers Caulker $45.25 7A 31 Kitsap Laborers Cement Dumper -paving $46.09 7A 31 Kitsap Laborers Cement Finisher Tender $45.25 7A 31 Kitsap ILaborers Change House Or Dry Shack $45.25 7A I 31 Kitsap Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 Kitsap Laborers Chipping Gun(30 Lbs. And Over) $46.09 7A 31 Kitsap Laborers Choker Setter $45.25 7A 31 Kitsap Laborers Chuck Tender $45.25 7A 31 Kitsap Laborers Clary Power Spreader $46.09 7A 31 Kitsap Laborers Clean-up Laborer $45.25 7A 31 Kitsap Laborers Concrete Dumper/chute Operator $46.09 7A 31 Kitsap Laborers Concrete Form Stripper $45.25 7A 31 Kitsap Laborers Concrete Placement Crew $46.09 7A 31 Kitsap Laborers Concrete Saw Operator/core Driller $46.09 7A 31 Kitsap Laborers Crusher Feeder $38.36 7A �31 Kitsap Laborers Curing Laborer $45.25 7A 31 Kitsap Laborers Demolition: Wrecking It Moving (incl. Charred Material) $45.25 7A 31 about:blank 11 1/11/2017 about:blank Kitsap Laborers Ditch Digger $45.25 7A 31 Kitsap Laborers Diver $46.661 7A 31 Kitsap Laborers Drill Operator (hydraulic, diamond) $46.09 7A 31 Kitsap Laborers Kitsap Laborers Dry Stack Walls Dump Person $45.25 $45.25 7A 7A 31 31 Kitsap Laborers Epoxy Technician $45.25 7A 31 Kitsap Laborers Erosion Control Worker $45.25 7A 31 Kitsap Laborers Faller Ft Bucker Chain Saw $46.09 7A 31 Kitsap Laborers Fine Graders $45.25 7A 31 Kitsap Laborers Firewatch $38.36 7A 31 Kitsap Laborers Form Setter $45.25 7A 31 Kitsap Laborers Gabian Basket Builders $45.25 7A 31. lKitsap Laborers General Laborer $45.25 7A 31 Kitsap Laborers Grade Checker It Transit Person $46.66 7A 31 Kitsap Laborers Grinders $45.25 7A 31 Kitsap Laborers Grout Machine Tender $45.25 7A 31 Kitsap Laborers Groutmen (pressure)including Tension Beams Post $46.09 7A 31 Kitsap Laborers Guardrail Erector $45.25 7A 31 Kitsap Laborers Hazardous Waste Worker (level A) $46.66 7A 31 Kitsap Laborers Hazardous Waste Worker (level B) $46.09 7A 31 Kitsap Kitsap Laborers Laborers Hazardous Waste Worker (level C) High Scaler $45.25 $46.66 7A 7A 31 31 Kitsap Laborers Jackhammer $46.09 7A 31 Kitsap Laborers Laserbeam Operator _ $46.09 7A 31 Kitsap Laborers Maintenance Person $45.25 7A 31 Kitsap Laborers Manhole Builder-mudman $46.09 7A 31 Kitsap Laborers Material Yard Person $45.25 7A 31 Kitsap Laborers Motorman -dinky Locomotive $46.09 7A 31 Kitsap Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air It Water On Concrete Ft Rock, Sandblast, Gunite, Shotcrete, Water Bla $46.09 7A 31 Kitsap Laborers Pavement Breaker $46.09 7A 31 Kitsap Laborers Pilot Car $38.36 7A 31 Kitsap Laborers Pipe Layer Lead $46.66 7A I 31 Kitsap Laborers Pipe Layer/tailor $46.09 7A 31 Kitsap Laborers Pipe Pot Tender $46.09 7A 31 Kitsap Laborers Pipe Reliner $46.09 7A 31 Kitsap Laborers Pipe Wrapper $46.09 7A 1 31 Kitsap Laborers Pot Tender $45.25 7A 31 Kitsap Laborers Powderman $46.66 7A 31 Kitsap Laborers Powderman's Helper $45.25 7A 31 Kitsap Laborers Power Jacks $46.09 7A 31 Kitsap Laborers Railroad Spike Puller - Power $46.09 7A 31 Kitsap Laborers Raker - Asphalt $46.66 7A 31 about:blank 2111 1/11/2017 about:blank Kitsap Laborers Re-timberman $46.66 7A 31 I Kitsap Laborers Remote Equipment Operator $46.09 7A 31 Kitsap Laborers Rigger/signal Person $46.09 7A 31 Kitsap Laborers Rip Rap Person $45.25 7A 31 Kitsap Laborers Rivet Buster $46.09 7A 31 Kitsap Laborers Rodder $46.09 7A 31 Kitsap Laborers Scaffold Erector $45.25 7A 31 Kitsap Laborers Scale Person $45.25 7A 31 Kitsap Laborers Sloper (over 20") $46.09 7A 31 Kitsap Laborers Sloper Sprayer $45.25 7A 31 Kitsap Laborers Spreader (concrete) $46.09 7A 31 Kitsap Laborers Stake Hopper $45.25 7A 31 Kitsap Laborers Stock Piler $45.25 7A 31 Kitsap Laborers Tamper Ft Similar Electric, Air Ft Gas Operated Tools $46.09 7A 31 Kitsap Laborers Tamper (multiple Et Self-propelled) $46.09 7A 31 Kitsap Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $46.09 7A 31 Kitsap Laborers Toolroom Person (at Jobsite) $45.25 7A 31 Kitsap Laborers Topper $45.25 7A 31 Kitsap Laborers Track Laborer $45!25 7A 31 Kitsap Laborers Track Liner (power) $46.09 7A 31 Kitsap _.La rers Traffic Control Laborer $41.02 7A 31 8R Kitsap Laborers Traffic Control Supervisor $41.02 7A 31 8R Kitsap Laborers Truck Spotter $45.25 7A 31 Kitsap Laborers Tugger Operator $46.09 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 0-30 psi $83.12 7A 31 80 Kitsap Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi $88.15 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $91.83 7A 31 84 Kitsap Laborers Tunnel Work -Compressed Air I Worker 54.01-60.00 psi I $97.53 7A 31 8800 Kitsap Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $99.65` 7A d 31 8� Kitsap Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $104.75 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $106.65 7A 31 88 Kitsap Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $108.65 7A 31 Kitsap ILaborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $110.65 7A 31 8Q Kitsap Laborers Tunnel Work-Guage and Lock Tender $46.76 7A 31 IQ Kitsap Laborers Tunnel Work -Miner $46.76 7A 31 88Q Kitsap Laborers Vibrator $46.09 7A 31 Kitsap Laborers Vinyl Seamer $45.257A 31 about:blank 3/11 1/11/2017 aboutblank Kitsap ( La Watchman $34.861 7A 31 Kitsap I -borers Laborers Welder $46.09 7A 31 Kitsap Laborers Well Point Laborer $46.09 7A 31 Kitsap Laborers Window Washer/cleaner $34.86 7A 31 Kitsap Laborers - Underground Sewer Et General Laborer Et Topman $45.25 7A 31 Water Kitsap Laborers - Underground Sewer Et Pipe Layer $46.09 7A 31 Water Kitsap Plumbers Et Pipefitters Journey Level $65.52 5A 1G Kitsap Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P Kitsap Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P Kitsap Power Equipment Operators Barrier Machine (zipper) $58.171 7A 3C 8P Kitsap Power Equipment Operators Batch Plant Operator, Concrete $58:17 7A 3C 8P Kitsap Power Equipment Operators Bobcat $55.21 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition Equipment $55.21 7A 3C 8P Kitsap Power Equipment Operators Brooms $55.21 7A 3C 8P Kitsap Power Equipment Operators Bump Cutter $58.17 7A 3C 8P Kitsap Power Equipment Operators Cableways $58.69 7A 3C 8P Kitsap (Power Equipment Operators Chipper $58.17 7A 3C 8P Kitsap Power Equipment Operators Compressor $55.21 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $58.69 7A 3C 8P Kitsap Power Equipment Operators Concrete Finish Machin -laser Screed $55.21 7A 3C 8P Kitsap Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $57.72 7AI 3C 8P Kitsap Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $58.17 7A 3C 8P sap F Power Equipment Operators Conveyors' $57.72 7A 3C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and over $60.47 7A 3C 8P Kitsap l Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $58.17 7A I 3C 8P Kitsap Power Equipment Operators Cranes: 100 Tons Through Tons, Or 150' Of Boom Jib With Attachments) 199 (Including $59.28 7A 3C. 8P g Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of boom including jib with attachments $59.88 7A 3C 8P Kitsap (Power Equipment Operators Cranes: 300 tons and over or 300' of boom including jib with attachments $60.47 7A 3C SP Kitsap Power Equipment Operators I Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $58.69 7A 3C 8P Kitsap Power Equipment Operators Cranes: A -frame - 10 Tons Under And _ $55.21 7A 3C 8P Kitsap Power Equipment Operators Cranes: Friction cranes 199 tons through $59.88 7A 3C 8P Kitsap Power Equipment Operators Cranes: Through 19 Tons With $57.72 7A 3C 8P aboutblank 1 1 1/11/2017 about:blank abouttlank 5/11 Attachments A -frame Over 10 Tons i Kitsap Power Equipment Operators Crusher $58.17 7A 3C 8P Kitsap Power Equipment Operators Deck Engineer/deck Winches $58.17 7A 3C 8P (power) Kitsap Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P Kitsap Power Equipment Operators Dozers D-9 & Under $57.72 7A 3C 8P Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck Or $57.72 7A 3C 8P Crane Mount Kitsap Power Equipment Operators Drilling Machine $59.28 7A 3C 8P Kitsap Power Equipment Operators Elevator And Man -lift: Permanent $55.21 7A 3C 8P And Shaft Type Kitsap Power Equipment Operators Finishing Machine, Bidwell And $58.17 7A 3C 8P Gamaco Et Similar Equipment Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over With $57.72 7A 3C 8P Attachments Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs. With $55.21 7A 3C 8P Attachments Kitsap Power Equipment Operators Grade Engineer: Using Blue Prints, $58.17 7A 3C 8P Cut Sheets, Etc Kitsap Power Equipment Operators Gradechecker/stakeman $55.21 7A 3C 8P Kitsap Power Equipment Operators Guardrail Punch $58.17 7A 3C 8P Kitsap Power Equipment Operators Hard Tail End Dump Articulating $58.69 7A 3C 8P Off- Road Equipment 45 Yards. Et Over Kitsap . Power Equipment Operators Hard Tail End Dump Articulating $58.17 7A 3C 8P Off-road Equipment Under 45 Yards Kitsap Power Equipment Operators Horizontal/directional Drill $57.72 7A 3C 8P Locator Kitsap Power Equipment Operators Horizontal/directional Drill $58.17 7A 3C 8P Operator Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 $57.72 7A 3C 8P Tons Kitsap Power Equipment Operators Hydralifts/boom Trucks, 10 Tons $55.21 7A 3C 8P And Under Kitsap jPower Equipment Operators Loader, Overhead 8 Yards. Et Over $59.28 7A 3C 8P Kitsap (Power Equipment Operators Loader, Overhead, 6 Yards. But $58.69 7A 3CI 8P Not Including 8 Yards Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P Kitsap Power Equipment Operators Locomotives, All $58.17 7A 3C j 8P Kitsap Power Equipment Operators Material Transfer Device $58.17 ZA 3C 8P Kitsap Power Equipment Operators Mechanics, All (leadmen - $0.50 $59.28 7A 3C 8P Per Hour Over Mechanic) Kitsap Power Equipment Operators Motor Patrol Graders $58.69 7A 3C 8P Kitsap Power Equipment Operators Mucking Machine, Mole, Tunnel $58.69 7A 3C 8P Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators Oil Distributors, Blower $55.21 7A 3C 8P Distribution Et Mulch Seeding I E abouttlank 5/11 1/11/2017 about:blank about:blank 6/11 Operator ` Kitsap Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers, strato $57.721 7A 3C I 8P Kitsap Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $58.17 ° 7A 3C 8P Kitsap Power Equipment Operators Overhead, Bridge Type: And Over 100 Tons $59.28 7A 3C 8P Kitsap Power Equipment Operators Overhead, Bridge Type: Through 99 Tons 45 Tons $58.69, 7A 3C 8P Kitsap Power Equipment Operators Pavement Breaker $55.21 7A 3C 8P Kitsap Power Equipment Operators Pile Driver (other Than Mount) Crane $58.17 7A 3C 8P Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Kitsap Power Equipment Operators Posthole Digger, Mechanical $55.21 7A 3C 8P Kitsap Power Equipment Operators Power Plant $55.21 7A 3C 8P Kitsap Power Equipment Operators Pumps - Water $55.21 7A 3C 8P Kitsap ILower Equipment OperatorsQuad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Kitsap ;Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $55.21 7A 3C 8P Kitsap Power Equipment Operators i Remote Control Operator On Rubber Tired Earth Moving Equipment $58.69 7A 3C 8P Kitsap Power Equipment Operators Rigger And Bellman $55.21 7A 3C 8P Kitsap Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $57.72 7A 3C I 8P Kitsap Power Equipment Operators Rollagon $58.69 7A 3C 8P Kitsap Power Equipment Operators Roller, Other Than Plant Mix $55.21 7A 3C 8P Kitsap ;Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $57.72 7A 3C 8P Kitsa P Power E ui merit Operators q pC -- Roto-mill, Roto grinder $58.17 7A 3 8P Kitsap I Power Equipment Operators Saws - Concrete $57.72 7A 3C 8P Kitsap Kitsap Power Equipment Operators Power Equipment Operators . Scraper, Self Propelled Yards Scrapers - Concrete Et Under 45 Carry All $58.17 $57.72 7A _ 7A 3C 3C 8P $P Kitsap Power Equipment Operators Scrapers, Self-propelled: And Over 45 Yards $58.69 7A 3C 8P Kitsap Power Equipment Operators Service Engineers - Equipment $57.72. 7A 3C SP Kitsap Power Equipment Operators Shotcrete/gunite Equipment $55.21 7A 3C 8P Kitsap Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $57.72 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $58.69 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $58.17 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $59.28 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $59.88 7A 3C 8P Kitsap Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P Kitsap Power Equipment Operators Spreader, Topsider Et Screedman $58.691 7A 3C 8P about:blank 6/11 1 1 1 f 1I 1/11/2017 about:blank lKitsap Power Equipment Operators Subgrader Trimmer $58.171 7A 3C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height $59.28 7A 3C 8P Base To Boom Kitsap Power Equipment Operators Tower Crane: over 175' through $59.88 7A 3C 8P 250' in height, base to boom Kitsap Power Equipment Operators Tower Cranes: over 250' in height $60.47 7A 3C 8P from base to boom Kitsap Power Equipment Operators Transporters, All Track Or Truck $58.69 7A 3C 8P Type Kitsap Power Equipment Operators Trenching Machines $57.72 7A 3C 8P Kitsap Power Equipment Operators Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Tons And Over Kitsap Power Equipment Operators Truck Crane Oiler/driver Under $57.72 7A 3C 8P 100 Tons Kitsap' Power Equipment Operators Truck Mount Portable Conveyor $58.17 7A 3C 8P Kitsap Power Equipment Operators Welder $58.69 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $55.21 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P Kitsap Power Equipment Operators- Asphalt Plant Operators $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Assistant Engineer $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Barrier Machine (zipper) $58.17 7A i 3C 8P Underground Sewer £t Water Kitsap Power Eauipment Operators- Batch Plant Operator, Concrete $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer It Water Kitsap Power Equipment Operators- Brokk - Remote Demolition $55.21 7A 3C 8P Underground Sewer Et Water Equipment Kitsap Power Eauipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer It Water Kitsap Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cableways $58.69 7A 3C 8P Underground Sewer 8 Water : Kitsap Power Equipment Operators- Chipper $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Compressor $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Concrete Pump: Truck Mount With $58.69 7A 3C 8P Underground Sewer Et Water Boom Attachment Over 42 M Kitsap ,Power Equipment Operators Concrete Finish Machine -laser $55.21 7A 3C 8P Underground Sewer Et Water Screed Kitsap Power Equipment Operators- Concrete Pump - Mounted Or $57.72 7A 3C 2P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. Kitsap Power Equipment Operators- Concrete Pump: Truck Mount With $58.17 7A 3C 8P Underground Sewer ft Water Boom Attachment Up To 42m Kitsap Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer Et Water about:blank 7/11 1/11/2017 about:blank Kitsap Power Equipment Operators- Cranes Friction: 200 tons and over $60.47 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Cranes: 20 Tons Through Tons $58.17 7A 3C 8P Undereround Sewer Et Water With Attachments Kitsap Power Equipment Operators- Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Undereround Sewer Et Water Tons, Or 150'0 Boom (Including Jib With Attachments) Kitsap Power Equipment Operators -.Cranes: 200 tons- 299 tons, or 250' $59.88 7A 3C 8P Underground Sewer Et Water of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 300 tons and o� er or 300' $60.47 7A 3C 8P Undereround Sewer Et Water of boom including jib with attachments Kitsap Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $58.69 7A 3C 8P Undereround Sewer Et Water Under 150' Of Boom (including Jib With Attachments) Kitsap Power Equipment Operators- Cranes: A -frame - 10 Tons And $55.21 7A 3C 8P Undereround Sewer Et Water Under Kitsap !Power Equipment Operators- Cranes: Friction cranes through $59.88 7A 3C 8P Undereround Sewer Et Water 199 tons Kitsap Power Equipment Operators- Cranes: Through 19 Toihs With $57.72 7A 3C 8P Undereround Sewer Et Water Attachments A -frame Over 10 Tons Kitsap Power Equigment Operators- Crusher $58.17 7A 3C 8P Undereround Sewer Et Water Kitsap Power Equipment Operators- Deck Engineer/deck Winches $58.17 7A 3C 8P Undereround Sewer Et Water (power) Kitsap Power Equipment Operators- Derricks, On Building Work $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Dozers D-9 Et Under $57.72 7A 3C 8P Undereround Sewer Et Water Kitsap Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $57.72 7A c 3C 8P Undereround Sewer Et Water Crane Mount Kitsap Power Equipment Operators- Drilling Machine $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators -.Elevator And Man -lift: Permanent $55.21 7A 3C 8P Undereround Sewer Et Water And Shaft Type Kitsap Power Equipment Operators- Finishing Machine, Bidv vett And $58.17 7A 3C 8P Underground Sewer Et Water Gamaco Et Similar Equipment Kitsap Power Equipment 0 erators . Forklift: 3000 Lbs And Over With $57.72 7A I 3C 8P Undereround Sewer Et Water Attachments Kitsap Power Equipment Operators- Forklifts: Under 3000 Lbs. With $55.21 7A 3C 8P Underground Sewer 8 Water Attachments ! Kitsap Power Equipment Operators- Grade Engineer: Using Blue Prints, $58.17 7A 3C 8P Underground Sewer Et Water Cut Sheets, Etc Kitsap :Power Equipment Operators- Gradechecker/stakeman $55.21 7A 3C 8P Undereround Sewer Et Water Kitsap Power Equipment Operators- Guardrail Punch $58.17 7A 3C 8P Undereround Sewer Et Water Kitsap `Power Equipment Operators- Hard Tail End Dump Articulating $58.69 7A 3C 8P (Underground Sewer Et Water Off- Road Equipment 45 Yards. Et I III Over 1 Kitsap Power Equipment Operators- Hard Tail End Dump Articulating $58.17 7A 3C 8P jUnderground Sewer Et Water Off-road Equipment Under 45 about:blank 8111 1 1 1 1 1 1 1/11/2017 about:blank about:blank 9/11 Yards Kitsap Power Eauipment Operators- Horizontal/directional Drill $57.72 7A 3C 8P Underground Sewer Et Water Locator Kitsap Power Equipment Operators- Horizontal/ directional Drill $58.17 7A 3C 8P Underground Sewer Et Water Operator Kitsap Power Equipment Operators- Hydralifts/boom Trucks Over 10 $57.72 7A 3C 8P Underground Sewer Et Water Tons Kitsap Power Equipment Operators- Hydraiifts/boom Trucks, 10 Tons $55.21 7A 3C 8P Underground Sewer Et Water And Under Kitsap Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $59.28 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loader, Overhead, 6 Yards. But $58.69 7A 3C 8P Underground Sewer Et Water Not Including 8 Yards Kitsap Power Equipment Operators- Loaders, Overhead Under 6 Yards $58.17 7A 3C 8P Underground. Sewer Et Water Kitsap Power Equipment Operators- Loaders, Plant Feed $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Eauipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Eauipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mechanics, All (leadmen - $0.50 $59.28 7A 3C 8P Underground Sewer Et Water Per Hour Over Mechanic) Kitsap sPower Equipment Operators -.Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Mucking Machine, Mole, Tunnel $58.69 7A 3C 8P Underground Sewer Et Water Drill, Boring, Road Header And/or Shield Kitsap Power Equipment Operators- Oil Distributors, Blower $55.21 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator Kitsap Power Equipment Operators- Outside Hoists (elevators And $57.72 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato Kitsap Power Equipment Operators- Overhead, Bridge Type Crane: 20 $58.17 7A 3C 8P Underground Sewer Et Water Tons Through 44 Tons Kitsap Power Eauipment Operators- Overhead, Bridge Type: 100 Tons $59.28 7A 3C 8P Underground Sewer Et Water And Over Kitsap Power Equipment Operators- Overhead, Bridge Type: 45 Tons $58.69 7A 3C 8P Underground Sewer Et Water Through 99 Tons Kitsap Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pile Driver (other.Than Crane $58.17 7A 3C 8P Underground Sewer Et Water Mount) Kitsap Power Equipment Operators- Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Underground Sewer Et Water ' Kitsap Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Pumps - Water 1 $55.21 7A 3C 8P about:blank 9/11 1/11/2017 about:blaPk abouttlank 10/11 Underground Sewer Et Water l Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Underground Sewer Et Water I Kitsap Power Equipment Operators- Quick Tower - No Cab, Under 100 $55.21 7A 3C 8P Underground Sewer Et Water Feet In Height Based To Boom Kitsap Power Equipment Operators- Remote Control Operator On $58.69 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving i Equipment Kitsap Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators-.Rigger/Signal Person, Bellman $57.72 7A 3C 8P Underground Sewer Ft Water (Certified) Kitsap Power Equipment Operators- Rollagon $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Other Than Plant Mix $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Roller, Plant Mix Or Multi -lift $57.72 7A 3C 8P Underground Sewer Et Water Materials Kitsap Power Equipment Operators- Roto -mill, Roto -grinder $58.17 7A 3C 8P Underground Sewer Ft Water Kitsap Power Equipment Operators- Saws - Concrete $57.72 7A 3C 8P Underground Sewer Ft Water Kitsap Power Equipment Operators- Scraper, Self Propelled Under 45 $58.17 7A 3C 8P Underground Sewer Ft Water Yards Kitsap Power Equipment Operators- Scrapers - Concrete Et Carry All $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $58.69 7A 3C 8P Underground Sewer Et Water And Over _ Kitsap Power Equipment Operators- Service Engineers - Equipment $57.72 7A 3C 8P (Underground Sewer Et Water Kitsap Power Equipment Operators- Shotcrete/gunite Equipment $55.21 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Shovel , Excavator, Backhoe, $57.72 7A 3C 8P Underground Sewer li Water Tractors Under 15 Metric Tons. Kitsap Power Equipment Operators- Shovel, Excavator, Backhoe: Over $58.69 7A 3C 8P Underground Sewer Ft Water 30 Metric Tons To 50 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Over $59.28 7A 3C 8P Underground Sewer Ft Water 50 Metric Tons To 90 Metric Tons Kitsap Power Equipment Operators- Shovel, Excavator, Backhoes: Over $59.887A 3C 8P Underground Sewer Et Water 90 Metric Tons Kitsap Power Equipment Operators- ISlipform Pavers $58.69 7A 3C I 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Spreader, Topsider Et Screedman $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Subgrader Trimmer $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Tower Bucket Elevators $57.72 7A 3C 8P • Underground Sewer Et Water - Kitsap Power Equipment Operators- Tower Crane Up To 175' In Height $59.28 7A 3C 8P Underground Sewer Et Water Base To Boom i abouttlank 10/11 1 1 1 1 t 1/11/2017 about:blank Kitsap Power Equipment Operators- Tower Crane: over 175' through $59.88 7A 3C 8P Underground Sewer Et Water, 250' in height, base to boom Kitsap Power Equipment Operators- Tower Cranes: over 250' in height $60.47 7A 3C 8P Underground Sewer Et Water from base to boom Kitsap Power Equipment Operators- Transporters, All Track Or Truck $58.69 7A 3C 8P Underground Sewer Et Water Type Kitsap Power Equipment Operators -.Trenching Machines $57.72 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Truck Crane Oiler/driver - 100 $58.171 7A 3C 8P Underground Sewer Et Water Tons And Over Kitsap Power Equipment Operators- Truck Crane Oiler/driver Under $57.72 7A 3C 8P Underground Sewer Et Water 100 Tons Kitsap Power Equipment Operators- Truck Mount Portable Conveyor $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Welder $58.69 7A 3C 8P Underground Sewer Et Water Kitsap Power Equipment Operators- Wheel Tractors, Farman Type $55.21 7A 3C 8P Underground Sewer It Water Kitsap Power Equipment Operators- Yo Yo Pay Dozer $58.17 7A 3C 8P Underground Sewer Et Water Kitsap Truck Drivers Asphalt Mix Over 16 Yards (W. WA- $51.25 5D 3A 8L Joint Council 28) I Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. WA- $50.41 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 ITransit Mixer $20.79 1 about:blank 11/11 Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. M' 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 i� rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 .t7 P I Benefit Code Key — Effective 8/3 The first ten (10) hours worked on Saturday shall be 1 hours worked on Sundays, holidays and after twelve (1: Saturday shall be paid at double the hourly rate of wage. 16 thru 3/2/2017 A at one and one-half times the hourly rate of wage. All hours, Monday through Friday and after ten (10) hours on All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Saturdays shall be paid at one and one-half times the hours per day Monday through Saturday and all hours be paid at double the hourly rate of wage. All hours times the hourly rate of wage. � through Friday and up to ten (10) hours worked on rate of wage. All hours worked in excess of ten (10) on Sundays and holidays (except Christmas day) shall 1 on Christmas day shall be paid at two and one-half R. All hours worked on Sundays and holidays shall be paid it two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Mon shall be paid at one and one-half times the hourly ra overtime hours worked, except Labor Day, shall be pa Labor Day shall be paid at three times the hourly rate of U. All hours worked on Saturdays shall be paid at one and Sundays and holidays (except Labor Day) shall be paid Labor Day shall be paid at three times the hourly rate of V. All hours worked on Sundays and holidays (except one-half times the hourly rate of wage. All hours v double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except employer)) shall be paid at one and one-half times the paid at double the hourly rate of wage. X VA The first four (4) hours after eight (8) regular hours N Saturday shall be paid at one and one-half times the hoi Monday through Saturday, Sundays and holidays shall b on Saturday or Sunday, the day before Saturday, Friday, holiday and all work performed shall be paid at double t1 All hours worked outside the hours of 5:00 am and 5:0 employer and the employee) and all hours worked in exci workweek) and on Saturdays and holidays (except labor of wage. (except for employees who are absent from we the workweek shall be paid at the straight -time rate u workweek) or 40 hours during that workweek.) All hour: and all hours worked on Sundays and Labor Day shall be y through Friday and the first eight (8) hours on Saturday of wage. All hours worked on holidays and all other at double the hourly rate of wage. All hours worked on -half times the hourly rate of wage. All hours worked on two times. the hourly rate of wage. All hours worked on :sgiving Day and Christmas day) shall be paid at one and on Thanksgiving Day and Christmas day shall be paid at -up days due to conditions beyond the control of the y rate of wage. All hours worked on holidays shall be 3nday through Friday and the first twelve (12) hours on ly rate of wage. All hours worked over twelve (12) hours paid at double the hourly rate of wage. When holiday falls and the day after Sunday, Monday, shall be considered the hourly rate of wage. pm (or such other hours as may be agreed upon by any is of eight (8) hours per day (10 hours per day for a 4 x 10 ay) shall be paid at one and one-half times the hourly rate I without prior approval on a scheduled workday during til they have worked 8 hours in a day (10 in a 4 x 10 worked Monday through Saturday over twelve (12) hours )aid 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. Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 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 (51.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. 3 4. All hours worked on Saturdays shall be paid at one and oiie-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 wo rked 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.. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PEER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. I:11 10 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 ani a Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Overtime Codes Continued 4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four?day, ten hour work week, and Saturday shall be paid at one and one half (1'/) times the regular shift rate for the first' eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Holiday Codes A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And' Christmas (6). t 6. Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Holiday Codes Continued Holidays: New Year's Day, Memorial Day, Independenee Day, Labor Day, Thanksgiving Day, and Christmas Day (6)_ Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). 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). �. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And hristmas Day (8). 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). 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 Years 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 Biithday, 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 bay (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after_ Thanksgiving Day, Christmas Day, and a Half -Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's' Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day 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). 6 z Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Holiday Codes Continued 6. T. Paid, Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And'Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. PaidHolidays: 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 falls1on 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. L Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls 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. J. Holidays: New Year's Day, Independence Day, Memorial 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. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 K. L M_ W P Benefit Code Key — Effective 8/3 Holidays: New Year's Day, Memorial Day, Independe: Thanksgiving Day, And Christmas Day (8). Any holid the following Monday. Any holiday which falls on a Friday. Holidays: New Year's Day, Memorial Day, Labor Day, before Christmas Day, And Christmas Day (7). Any hot on the following Monday. Any holiday which falls on Friday. Paid Holidays: New Year's Day, The Day after or Independence Day, Labor Day, Thanksgiving Day, the after or before Christmas Day (10). Any holiday wh following Monday. Any holiday which falls on a Satur Holidays: New Year's Day, Memorial Day, Independe Thanksgiving Day, And Christmas Day (7). Any holida the following Monday. When Christmas falls on a Satur, Holidays: New Year's Day, Memorial Day, Inde1 Thanksgiving Day, And Christmas Day (7). Any hol the following Monday. Q. Holidays: New Year's Day, Memorial Day, Inc Thanksgiving Day, the Last Working Day before a Sunday shall be observed as a holiday on the f the preceding Friday shall be a regular work day. R. S. T Paid Holidays: New Year's Day, the day after or 1 Independence Day, Labor Day, Thanksgiving Day, the after or before Christmas Day (10). If any of the list observed as the holiday. If any of the listed holidays considered a holiday and compensated accordingly. Paid Holidays: New Year's Day, Memorial Day, Indf Thanksgiving Day, Christmas Day, the Day after Chris falls on a Sunday, the day observed by the Nation shall Paid Holidays: New Year's Day, the Day after or b Independence Day, Labor Day, Thanksgiving Day, the I after or before Christmas Day. (10). If any of the listed shall be considered a holiday and compensated acco observed as a holiday on the preceding Friday. 16thru 3/2/2017 Day, Thanksgiving Day, the Friday and Saturday after which falls on a Sunday shall be observed as a holiday on iturday shall be observed as a holiday on the preceding idependence Day, Thanksgiving Day, the Last Work Day ay which falls on a Sunday shall be observed as a holiday Saturday shall be observed as a holiday on the preceding bre New Year's Day, President's Day, Memorial Day, Jay after Thanksgiving Day, Christmas Day, And the Day falls on a Sunday shall be observed as a holiday on the shall be observed as a holiday on the preceding Friday. cc Day, Labor Day, Thanksgiving Day, the Friday after which falls on a Sunday shall be observed as a holiday on y, the preceding Friday shall be observed as a holiday. ince Day, Labor Day, Thanksgiving Day, Friday after which falls on a Sunday shall be observed as a holiday on ,e Day, Labor Day, Thanksgiving Day, the Friday after is Day and Christmas Day (8). Any holiday which falls on Monday. If any of the listed holidays falls on a Saturday, )re New Year's Day, President's Day, Memorial Day, iday after Thanksgiving Day, Christmas Day, and the day holidays fall on Saturday, the preceding Friday shall be is on a Sunday, the day observed by the Nation shall be idence Day, Labor Day, Thanksgiving Day, Friday after s, and A Floating Holiday (9). If any of the listed holidays considered a holiday and compensated accordingly. ire New Year's Day, President's Day, Memorial Day, lay after Thanksgiving Day, Christmas Day, and The Day lidays falls on a Sunday, the day observed by the Nation ugly. Any holiday which falls on a Saturday shall be 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Over 100' To 150'-S3.00 per Foot for Each Foot Over 10 Over 150' To 220'-$4.00 per Foot for Each Foot Over 15 Over 220'45.00 per Foot for Each Foot Over 220 Feet Beet ) Feet ) Feet i Benefit Code Key — Effective 8/31/2016 thru 3/2/2017 Note Codes Continued 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200'42_00 per Foot for Each Foot Over 150 Feet Over 200' -Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $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'Ihighest pressure registered on the gauge for an accumulated time of more than fifteen (I S) 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 constriction 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. U. Workers on hazmat projects receive additional hourly premiums as follows _ Class A Suit: $2.00, Class B Suit: $1.5,0, And Class C Suit: $1.00. Workers. performing underground work receive an additional $0.40 per hour for any and 'all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONSTRUCTION FORMS THIS PAGE LEFT INTENTIONALLY BLANK pli t 1 F� C 1 1 1 1 1 1 1 1 1 1 t 1 1 1 i 1 1 J a 'E ° 0 o L N L N O a a) W r U n U N a N O N N c Z W } @ E E c a) 6 r. E Vi N d E 3 U � a (p � Z O@ Z 0 N N 7 D 0 a) N 5 � a Qa U a =3 N a =3 N N E @ N w� W @ N a Q O �1IY W W W U. 0 Z U a) O a` CL U; a) 7 O 7L.. a 'E ° 0 o L N L N O a a) W U n U N a N O N N c N co E E c a) 6 Q N d U � a) N a) (D a) E L @ a co co a =3 N a =3 N N E @ N r G @ N a Q C 8 O 0 N _ c a7 _ C c ° o 6)E E a a > a7 a7 N Z 0 E (D a m c O E E > 0 _ c°i O O L O 00 Y U N @ Z w °c) 0 _ m m' o Y N m 0 ° U c = a) a`> .o Q) a`> > a > U N @ > Q (n J+ L a) L @ @ c0 N c 0 c ° n s o g U Z U H U W ai E C. -O O 0 U U) E N O w U � O C C O 0 U - O U N (D a a CL 0 U a) m O H c � ° 3 � f6 a) @ (D U) L E ° _ Z a) 7 O 7L.. 3 ° 0 o L N L N O O a) W U n U N a N N c N co E E N a) 6 Q N d @ N @ a) N a) (D a) E E co co a =3 N a =3 N N Mn � C r G @ N c c C 8 O 0 N _ c a7 _ C c ° o 6)E E a a > a7 o cE Z 0 E (D a m m c O E E > 0 _ c°i O O L E w °c) 0 _ m m' o Y c = a) a`> .o Q) a`> > a > U > O @ > Q (n J+ L a) L @ @ c0 N @ 'E o g U U a) 7 O 7L.. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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: r CITY OF BREMERTON WORK CHANGE DIRECTIVE (WCD) i WCD ##: Date: 1 L F1 1 Project Name Project #: Contractor: Notice to Proceed Date: YOUTARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ATTACHMENT(S): r 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 beiexceeded without further authorization. RECOMMENDED: CONTRACTOR e By: PAGE 1 OF 1 Method of determining change in Contract Times: ❑ Contractor's Records ❑ Engineer's Records ❑ Other: Estimated increase (decrease) in Contract Times: Substantial Completion: 0 days; Ready for final payment: 0 days; If the change involves an increase, the estimated times are not to be exceeded without further authorization. AUTHORIZED: By: CITY OF BREMERTON 1 1 1 1 1 i 1 1 1 1 1 1 1 i 1 1 1 O V V t O a t ,o e 0 N 0 U Q ®(DLL Vwa 4- 0 at15 co c cz c� o CF) m o N V Q N O N V C as) O V �S > Y7 N Z ,:3 O m .o C n a N C Q N (D 7 U (D m U) O _m O U CD 0 ° >, U -o s C O -O w 0_- O U 0 C O U O Nco c N Z O d W ca O ,I O C O ~ o _ o _ co Q �L U vi m E U Z Q 'q I W 0 z N C N o E E CL CL o E z Q w W — U W 0 0 Z O N tl O O 2 ACCEPTANCE 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. 1 <CONTRACTOR> By: Date: ' Title: r Certificate of Notary Subscribed and sworn to before me this day of 11 u I. THIS PAGE LEFT INTENTIOINALLY BLANK , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 i 1 1 1 APPENDIX C CONSTRUCTION DRAWINGS THISPAGE LEFT INTENTIONALLY BLANK CAD FILE: T:/PROJECT FILES/5384 CIPP SEWER REHAB 2017/ V m� Z.1 Z°O M �° q1 COM og3 yaM (4.1 Z °" O i z 1 m N Dvivoni=mmv���A00-��mW Z 0 v � in < D cncncnov r=ZpmImmmvQP20>wD5 DzODr-Z3mG7<����im�Zm�c�i��mz D=xr-1�K<mc�D -IrZN z�vv o�m<m� mm0 m025m< m�r mm m-0 W m-ci�zX _ � m —I -Uv mZ �K O MM r M A ZZ T o? m m M M U, :2 O m 1 � 2 W�� m I m ?017 SEWER REHABILITATION Q N7 -m O cf) m aw z v m cn T-M,� - 10< m% �rv0l 2m={ —mO-r� r cn m m m m m —1 uOm;Om;um=�c��mr n*200OM8� 0 O m p 70 m ;p m M M z�Zm Dmcn m X < ��zooc)mc)� zpD W m 0 �m,228�X =z0mcn;-0 mmm z -D ===mmW0 G)G)0 O� mG)XX=SWT OOW �===cccmm Z -�Z =>0 cnzp 1 � 2 W�� m I m ?017 SEWER REHABILITATION r :CJ m D Z D O_ z 0 m z G) z m m I c r m W cn Q N7 -m M V 0CnA W M-0 = cf) m aw z m m cn T-M,� - 10< m% �rv0l 2m={ —mO-r� r cn m m m 0 m m —1 uOm;Om;um=�c��mr n*200OM8� 0 p r :CJ m D Z D O_ z 0 m z G) z m m I c r m W cn Q N7 -m M V 0CnA W M-0 = cf) m aw z m 2 cn T-M,� - 10< m% �rv0l 2m={ —mO-r� r cn m m mI it m m —1 uOm;Om;um=�c��mr n*200OM8� �O,0 p >�n�ZXZO-oma>,-O c�C�nc�(�00am -40)C"4WN-.,x m vy -+ 71 0� * z�Zm Dmcn m X < ��zooc)mc)� zpD 0 �m,228�X =z0mcn;-0 mmm z -D ===mmW0 G)G)0 O� mG)XX=SWT OOW �===cccmm 0' mmm D( Dzpzrm�� -�Z =>0 cnzp mDDD(�nnX =mmmmmmcn .<p=C-<c-f Kvz �� <<m ZOcn-00mZ �D wao-mmmM �D�W=��v =rpWp0m m-�ozpD <m-1 Drc ,mK =5=000 D(n(n zm_ zcn -<zz --1c�nc� _ yOcnmoW3 P9< m000mmm Z�=�OIrTIz )a:0 v-4-fi0 >>�Tp� �� X=�[=mmm -1 cn cn cn mZz*m�m <_(n O -I -1-100W ,> 9> W C W Z O X m m m �Omzmll z� Dcmm9v5m _� mz m -m1 -m -1-m1 m wN-• .m-<00-1 Om>f+Z%0 -M - '- W.WW - -ow r Z --,W D Zm vv W xvz,cn v m�m�pm� =0 o Z z c x �_ O '�;plj�`nZ-DI z�0 OpA►ml(7� �D�y Dmm00 --1 -M,5 00 cnKM ?T O> m 1Mmr-0 >D zzW v �cop0 rnm X Z;umm mvc m �«< z�2 v �m 1m mG) cDn O O c(1) cmn zIT v O 0 = D 0 -< cn , Z mm z D (n CA m m :0 A m x a Waft Dftft y waftO 2 a z v c y y M n IonO Do m 3 rn ;a C7 D v D r O c- m n cn LO co .P m n F11 F- T-IPRfIJFCT FILFSMA4 CIPPSEVVER REHAB 20171 K1-- - .. * * ", Ir/;;* 0 "- rq, ,ZN 0 ,�7 -,ii,. 1�--. 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"urd liOil 11 M IIIII p h1, T Oil h 1.. Ir•, u:, NN, a N d N �.1 I:Y1 II Y,�rypyr .w Ipp,... ,.1 :. •u�Ip J, ,dl Ip.:V '.',.",I,: IIIII Ii 1q'.” J4 I' :F ISI �p �. ,:191 �, nl .Lll, 1111, d J'j' 11 •I�II:. 4N�^I (7 X D �'I d1 a I I r” , ., t ADATE � �® CERTIFICATE OF LIABILITY INSURANCE Page 1 of 2 03/(06/2017' THIS CERTIFICATE IS ISSUED ASA 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, subjectto the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Minnesota, Inc. c/o 26 Century Blvd. P. 0. Box 305191 PHONE g77-945-7378 FAx 888-467-2378 E-MAIL certificatesQwillis.com Nashville, TN 37230=5191 INSURER(S)AFFORDING COVERAGE NAIC # INSURERA:Greenwich Insurance Company 22322-001 2/1/2017 INSURED Michels Corporation INSURERB:National Fire and Marine Insurance Compan 20079-001 INSURERC:XL Specialty Insurance Company 37885-901 1715 16th St SE Salem, OR 97302 INSURER D: XL Specialty Insurance Company 37885-001 INSURERE:AIG Specialty Insurance Company 26883-001 INSURER F: COVERAGES CERTIFICATE NUMBER: 25270756 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 TYPE OF INSURANCE DDL SUB POLICY NUMBER POLICY EFF POLICY EXPLTP LIMITS A X COMMERCIAL GENERAL LIABILITY IRDAqMMq%GEjT CLAIMS -MADE }{ OCCUR y y CGD7409553 2/1/2017 2/1/2018 EACH OCCURRENCE $ 1,000,000 ENTED PREMISESgEaoccurence) 300,000 MED EXP (Any one person) $ PERSONAL BADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICYa PRO- F—] LOC JECT PRODUCTS- $ 2 000 000 $ OTHER: A AUTOMOBILE LIABILITY y y CAD7409554 2/1/2017 2/1/2018 - COMBINEDSINGLELIMIT 2,000,000 (Ea accident) $ BODILY INJURY(Per person) $ X ANYAUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTYDAMAGE (Per accident) $ B UMBRELLALIAB X OCCUR y Y 42XSF10013904 2/1/2017 2/1/2018 EACH OCCURRENCE $ 10,000,000 X AGGREGATE $ 10,000,000 EXCESS LIAB CLAIMS -MADE DED I RETENTION $ $ C D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE� OFFICER/MEMBER EXCLUDED? JfMandatory in NH) yes, descnbe under DESCRIPTION OF OPERATIONS below N/A y Y CWD7409551 CWR7409552 2/1/2017 2/1/2017 2/1/2018 2/1/2018 X R H- TIITI ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 11000,000 E.L. DISEASE -POLICY LIMIT $ 11000,000 E Contractors y CP08197229 2/1/2016 2/1/2019 $10,000,000 Each Loss Pollution DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: 70405-2017 Sewer Rehabilitation - Bremerton, WA It is hereby agreed that City of Bremerton, WA, its officers, elected officials, employees, agents & volunteers are included as Additional Insured as respects to the General Liability, Auto Liability, Excess Liability and Pollution Liability but solely in regards to work being performed by or on behalf of the named insured in connection with the project described herein when required by written contract, agreement or permit executed prior to a loss. CERTIFICATE HOLDER CANCELLATION Coll:5042404 Tpl:2123198 Cert:25270756 ©1988-2015ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 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 City of Bremerton, WA 345 6th Street Bremerton, WA 98337 SCIf Coll:5042404 Tpl:2123198 Cert:25270756 ©1988-2015ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 110600 LOC#: A ADDITIONAL REMARKS SCHEDULE Page 9 of 2— AGENCY NAMED INSURED Willis of Minnesota, Inc. Michels Corporation 1715 16th St SE Salem, OR 97302 POLICY NUMBER See First Page CARRIER NAIC CODE EFFECTIVEDATE: See First Page See First Page ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE It is further agreed that such insurance as is afforded shall be primarand non-contributory with any other insurance in force for or which may be purchased by Additionaly Insured when required by written contract, agreement or permit executed prior to a loss. Waiver of Subrogation applies in favor of Cit of Bremerton WA, its officers elected officials, employees, agents & volunteers with respects to General LiaLility, Auto Liability, Umbrella Liability and Workers Compensation when required by written contract, agreement or permit executed prior to loss and as permitted by law. Stop Gap coverage applies to the states of Ohio, North Dakota, Washington and Wyoming. ACORD 101 (2008/01) Coll:5042404 Tpl:2123198 Cert:25270756©2008ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: CGD7409553 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations Any person or organization that you are required in a Various as required per written contract. written contract or written agreement to include as an additional insured provided the "bodily injury" or ,.property damage" occurs subsequent to the execution of the written contract or written agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 0413 POLICY NUMBER: CGD7409553 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any person or organization that you are required in a Various as required per written contract. written contract or written agreement to include as an additional insured provided the "bodily injury' or "property damage" occurs subsequent to the execution of the written contract or written agreement. s Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury' or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement. to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY Policy No. CGD7409553 CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: CAD7409554 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. famed Insured: ndorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION, WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT, ARE AN ADDITIONAL INSURED. I Information required to complete this Schedule, if not shown above, will be shown in the Declarations. I Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph Al. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 0 Insurance Services Office, Inc., 2011 Page 1 of 1 ENDORSEMENT # This endorsement, effective 12:01 a.m., February 1, 2017, forms a part of Policy No. CAD7409554 issued to M10, INC. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: As per schedule on file with company 30 All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. ENDORSEMENT # This endorsement, effective 12:01 a.m., February 1, 2017, forms a part of Policy No. CGD7409553 issued to M10, INC. by Greenwich Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: As per schedule on file with company 30 All other terms and conditions of the Policy remain unchanged. IXI 405 0910 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 57 (Ed. 12/10) ENDORSEMENT # This endorsement, effective 12:01 a.m., February 1, 2017 forms a part of Policy No. CWD7409551 issued to M10, INC. by XL Specialty Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT This endorsement modifies insurance provided under the following: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY In the event coverage is cancelled for any statutorily permitted reason, otherthan nonpaymentof premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: All other terms and conditions of the Policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective February 1, 2017 Policy No. CWD7409551 Endorsement No. Insured M10, INC. Premium Insurance Company Countersigned by XL Specialty Insurance Company WC 99 06 57 Ed. 12/10 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: As per schedule on file with company 30 All other terms and conditions of the Policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective February 1, 2017 Policy No. CWD7409551 Endorsement No. Insured M10, INC. Premium Insurance Company Countersigned by XL Specialty Insurance Company WC 99 06 57 Ed. 12/10 © 2010 X.L. America, Inc. All Rights Reserved. May not be copied without permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 57 (Ed. 12/10) ENDORSEMENT # This endorsement, effective 12:01 a.m., February 1, 2017 forms a part of Policy No. CWR7409552 issued to M10, INC. by XL Specialty Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT This endorsement modifies insurance provided under the following: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY In the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of premium, advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification schedule shown below: All other terms and conditions of the Policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective February 1, 2017 Policy No. CWR7409552 Endorsement No. Insured M10, INC. Premium Insurance Company XL Specialty Insurance Company Countersigned by WC 99 06 57 Ed. 12/10 © 2010 X. L. America, Inc. All Rights Reserved. May not be copied without permission. Number of Days Name of Person(s) or Entity(ies) Mailing Address: Advanced Notice of Cancellation: As per schedule on file with company 30 All other terms and conditions of the Policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective February 1, 2017 Policy No. CWR7409552 Endorsement No. Insured M10, INC. Premium Insurance Company XL Specialty Insurance Company Countersigned by WC 99 06 57 Ed. 12/10 © 2010 X. L. America, Inc. All Rights Reserved. May not be copied without permission. U.S. Department of Transportation Federal Motor Carrier Safety Administration ENDORSEMENT FOR FORM APPROVED MOTOR CARRIER POLICIES OF INSURANCE FOR PUBLIC LIABILITY OMB No.: 2126-0008 UNDER SECTIONS 29 AND 30 OF THE MOTOR CARRIER ACT OF 1980 Issued to M10, INC. of BROWNSVILLE, WI 53006 Amending Policy No. CAD7409554 Effective Date February ry 1,2 17 Name of Insurance Company XL Specialty Insurance Company Countersigned by Authorized Company Representative The policy to which this endorsement is attached provides primary or excess insurance, as indicated by "[X]," for the limits shown: ® This insurance is primary and the company shall not be liable for amounts in excess of $ 2,000,000 CSL for each accident. [ ] This insurance is excess and the company shall not be liable for amounts in excess of $ for each accident in excess of the underlying limit of $ for each accident. Whenever required by the Federal Motor Carrier Safety Administration (FMCSA), the company agrees to furnish the FMCSA a duplicate of said policy and all its endorsements. The company also agrees, upon telephone request by an authorized representative of the FMCSA , to verify that the policy is in force as of a particular date. The telephone number to call is (800) 688-1840.. Cancellation of this endorsement may be effected by the company or the insured by giving (1) thirty-five (35) days notice in writing to the other party (said 35 days notice to commence from the date the notice is mailed, proof of mailing shall be sufficient proof of notice), and (2) if the insured is subject to the FMCSA's registration requirements under 49 U.S.C. 13901, by providing thirty (30) days notice to the FMCSA (said 30 days notice to commence from the date the notice is received by the FMCSA at its office in Washington. D.C.). DEFINITIONS AS USED IN THIS ENDORSEMENT Accident includes continuous or repeated exposure to conditions or which Environmental Restoration means restitution for the loss, damage, or results in bodily injury, property damage, or environmental damage which the destruction of natural resources arising out of the accidental discharge, insured neither expected nor intended. dispersal, release or escape into or upon the land, atmosphere, watercourse, Motor Vehicle means a land vehicle, machine, truck, tractor, trailer, or or body of water, of any commodity transported by a motor carrier. This shall semitrailer propelled or drawn by mechanical power and used on a highway include the cost of removal and the cost of necessary measures taken to for transporting property, or any combination thereof. minimize or mitigate damage to human health, the natural environment, fish, Bodily Injury means injury to the body, sickness, or disease to any person, shellfish, and wildlife. including death resulting from any of these. Public Liability means liability for bodily injury, property damage, and Property Damage means damage to or loss of use of tangible property. environmental restoration The insurance policy to which this endorsement is attached provides automobile liability insurance and is amended to assure compliance by the insured, within the limits stated herein, as a motor carrier of property, with Sections 29 and 30 of the Motor Carrier Act of 1980 and the rules and regulations of the Federal Motor Carrier Safety Administration (FMCSA). In consideration of the premium stated in the policy to which this endorsement is attached, the insurer (the company) agrees to pay, within the limits of liability described herein, any final judgment recovered against the insured for public liability resulting from negligence in the operation, maintenance or use of motor vehicles subject to the financial responsibility requirements of Sections 29 and 30 of the Motor Carrier Act of 1980 regardless of whether or not each motor vehicle is specifically described in the policy and whether or not such negligence occurs on any route or in any territory authorized to be served by the insured or elsewhere. Such insurance as is afforded, for public liability, does not apply to injury to or death of the insured's employees while engaged in the course of their employment, or property transported by the insured, designated as cargo. It is understood and agreed that no condition, provision, stipulation, or limitation contained in the policy, this endorsement, or any other endorsement thereon, or violation thereof, shall relieve the Form MCS -90 0614 Page 1 company from liability or from the payment of any final judgment, within the limits of liability herein described, irrespective of the financial condition, insolvency or bankruptcy of the insured. However, all terms, conditions, and limitations in the policy to which the endorsement is attached shall remain in full force and effect as binding between the insured and the company. The insured agrees to reimburse the company for any payment made by the company on account of any accident, claim, or suit involving a breach of the terms of the policy, and for any payment that the company would not have been obligated to make under the provisions of the policy except for the agreement contained in this endorsement. It is further understood and agreed that, upon failure of the company to pay any final judgment recovered against the insured as provided herein, the judgment creditor may maintain an action in any court of competent jurisdiction against the company to compel such payment. The limits of the company's liability for the amounts prescribed in this endorsement apply separately to each accident and any payment under the policy because of any accident shall not operate to reduce the liability of the company for the payment of final judgments resulting from any other accident. THE SCHEDULE OF LIMIT77—HMN—MES NOT P71PR5713P VE AGE. The limits shown in the schedule are for information purposes only. -- SCHEDULE OF LIMITS—PURL/C L/ARI/ ITY Type of carriage Commodity transported Jan. 1, 1985 (1) For -hire (In interstate or foreign commerce, with a Property (nonhazardous) $ 750,000 gross vehicle weight rating of 10,000 or more pounds). (2) For -hire and Private (In interstate, foreign, or Hazardous substances, as defined in 49 CFR $5,000,000 intrastate commerce, with a gross vehicle weight rating 171.8, transported in cargo tanks, portable tanks, of 10,006 or more pounds). or hopper -type vehicles with capacities in excess of 3,500 water gallons; or in bulk Division 1.1, 1.2, and 1.3 materials, Division 2.3, Hazard Zone A, or Division 6.1, Packing Group I, Hazard Zone A material; in bulk Division 2.1 or 2.2; or highway route controlled quantities of a Class 7 material, as defined in 49 CFR 173.403 (3) For -hire and Private (In interstate or foreign Oil listed in 49 CFR 172.101; hazardous waste, $1,000,000 commerce, in any quantity; or in intrastate commerce, hazardous materials, and hazardous substances defined in bulk only; with a gross vehicle weight rating of in 49 CFR 171.8 and listed in 49 CFR 10,000 or more pounds). 172.101, but not mentioned in (2) above or (4) below. (4) For -hire and Private (In interstate or foreign Any quantity of Division 1.1, 1.2, or 1.3 material; $5,000,000 commerce, with a gross vehicle weight rating of less any quantity of a Division 2.3, Hazard Zone A, or than 10,000 pounds). Division 6.1, Packing Group I, Hazard Zone A material; or highway route controlled quantities of a Class 7 material as defined in 49 CFR 173.403. Form MCS -90 0614 Page 1 COMMERCIAL AUTO CA 99 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY - BROADENED COVERAGE FOR COVERED AUTOS - BUSINESS AUTO AND MOTOR CARRIER COVERAGE FORMS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. Covered Autos Liability Coverage is changed as follows: 1. Paragraph a. of the Pollution Exclusion applies only to liability assumed under a contract or agreement. 2. With respect to the coverage afforded by Paragraph A.1.. above, Exclusion B.6. Care, Custody Or Control does not apply. B. Changes In Definitions For the purposes of this endorsement, Paragraph D. of the Definitions Section is replaced by the following: D. "Covered pollution cost or expense" means any cost or expense arising out of: 1. Any request, demand, order or statutory or regulatory requirement that any "insured" or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants"; or 2. Any claim or "suit' by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to or assessing the effects of "pollutants". "Covered pollution cost or expense" does not include any cost or expense arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants": a. Before the "pollutants" or any property in which the "pollutants" are contained are moved from the place where they are accepted by the "insured" for movement into or onto the covered "auto"; or b. After the "pollutants" or any property in which the "pollutants" are contained are moved from the covered "auto" to the place where they are finally delivered, disposed of or abandoned by the "insured". Paragraphs a. and b. above do not apply to "accidents" that occur away from premises owned by or rented to an "insured" with respect to "pollutants" not in or upon a covered "auto" if: (1) The "pollutants" or any property in which the "pollutants" are contained are upset, overturned or damaged as a result of the maintenance or use of a covered "auto"; and (2) The discharge, dispersal, seepage, migration, release or escape of the "pollutants" is caused directly by such upset, overturn or damage. CA 99 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1