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AG 14-097RETURN TO: lk'-f- l C o'- EXT: (�71 l )l CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS 2. ORIGINATING STAFF PERSON: G �°1 �s1�c1C ��)��en EXT: �, a 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) AUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT • GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/ CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#): ❑ INTERLOCAL ❑ OTHER I`` IF Y�) 1 5. PROJECT NAME: N1; cIGk \E_ SC Y)C O\ +)'Je Syy 5 . C\E Loa-\K (_nom 'Pro ) LCA- 6. NAME OF CONTRACTOR: CWck ADDRESS: TELEPHONE:(. t�5)d54 -9799- E -MAIL: FAX: 7` a SIGNATURE NAME: - < -Cryne;6 TITLE: V; c•(L PCe:�,i clernt 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. 8. TERM: COMMENCEMENT DATE: k +poIf) COMPLETION DATE:_ 9. TOTAL COMPENSATION: $ ! 5 a5 .12— (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTAcA SC DULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES 1� NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES [ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 30lo .44QQ • y35.595 -� `,,0 10. DOCUMENT/ CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED ❑ PROJECT MANAGER ❑ DIVISION MANAGER • DEPUTY DIRECTOR • DIRECTOR • RISK MANAGEMENT (IF APPLICABLE) ❑ LAW DEPT 11. COUNCILAPPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 5 5 , 4 COUNCIL APPROVAL DATE: S aL I 12. CONTRACT SIGNATURE ROUTING Z( SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: I ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS '-T LAW DEPT bt CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR CITY CLERK V I I C, ASSIGNED AG SIGNED COPY RETURNED y RETURN Ol€ORIGINAL COMMENTS: t'�wG EXECUTE "3 " ORIGINALS 11/9 n ORIGINAL CONTRACT CITY CLERK COPY Federal Way BID AND CONTRACT DOCUMENTS AND SPECIFICA TIONS FOR LAKOTA MIDDLE SCHOOL 13th Avenue SW Sidewalk Connection Project RFB # 14 -IOB SRTS- 0443(007) City of Federal Way Public Works Department 33325 Eighth A venue South Federal Way, WA 98003 April 2014 0 ' LAKOTA MIDDLE SCHOOL 13TH AVENUE SW SIDEWALK CONNECTION PROJECT ' RFB 14 -108 Addendum No. l April 23, 2014 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Plans and/or Bid and Contract Documents and Specifications for `Lakota Middle School 13`x' Avenue SW Sidewalk Connection Project' are amended as follows: A. SPECIAL PROVISIONS t 1) Special Provision 1- 07.18(5)B Automobile Liability. Delete the minimum limit of $1,000,000 and replace with a $2,000,000 combined single limit for the minimum limit. t 2) Special Provision 1- 07.18(5)F Excess or Umbrella Liability. Delete the minimum coverage limit of $1 million per occurrence and replace with a minimum coverage limit of $2 million per occurrence. 3) Special Provision 9 -29.1 Conduit, Innerduct, and Outerduct shall be deleted in its entirety. 4) Special Provision 9- 29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings shall be deleted in its entirety. ' 5) Special Provision 9- 29.1(2) Rigid Metal Conduit Fittings and Appurtenances shall be deleted in its entirety. 6) Special Provision 9 -29.2 Junction Boxes, Cable Vaults and Pull Boxes shall be deleted in its entirety. ' 7) Special Provision 9- 29.2(1) Standard Duty Junction Boxes shall be deleted in its entirety. ' 8) Special Provision 9 -29.7 (2) Fused Quick - Disconnect Kits shall be deleted in its entirety. 9) Special Provision 9 -29.10 Luminaires shall be deleted in its entirety. ' 10) Special Provision 9- 29.11(2) Photoelectric Control shall be deleted in its entirety. 11) Special Provision 9 -29.15 Flashing Beacon Control shall be deleted in its entirety and replaced with the ' following: Section 9 -29.15 is deleted and replaced with the following: The solar powered, calendar- activated, remote management capable school zone flashing beacon system shall be a Solar School Flasher system including AP22 Time Switch by RTC ' Manufacturing, Inc. or approved equivalent. The school zone beacon system shall require no local host or client software, and the user interface shall be quickly and easily accessed. Programming shall be via an easy -to -use interface allowing ' remote scheduling and maintenance of beacon systems. The controller shall have up to 12 months of calendar data stored locally to ensure timely activations in virtually all circumstances. The School Zone Beacon System shall consist of the following components: 1. Beacon: The beacon housing and frame shall be made of aluminum, and the beacon bulb shall have at least 150 individual LEDs. The total light emission per beacon shall be greater than 678 candelas. The beacon shall draw attention at distances greater than 1,000 feet during the day and greater than 1 mile at night. 2. Redundant Calendar: There shall be no limit for day schedule on -off times. The user shall be able to configure calendars. The controller shall have up to 12 months of calendar data stored locally so that in the event of an interruption of network communication, the controller shall be able to maintain scheduled activations. 3. Enclosure: The controller shall be housed in a vandal - resistant, aluminum, NEMA 3R pole - mounted aluminum cabinet with a lockable, hinged door. The enclosure shall be mounted at a height consistent with ADA guidelines while not requiring a bucket truck from maintenance. 4. Power Options: The controller unit shall be available in solar 12 VDC, 35 AHr equipped with 90W solar panels. Solar- powered systems shall provide a minimum of 15 days of back -up battery power in the absence of sunlight while operating at full brightness and at standard usage levels. B. PUBLIC WORKS CONTRACT (ATTACHMENT .I) The following shall be added to Section 8. 1, Minimum Limits: (4) Excess or Umbrella Liability coverage at limits of $2,000,000 per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. (5) Pollution Liability insurance with combined single limits of liability not less than $1,000,000 for bodily injury, property damage, cleanup costs, remediation, and disposal or handling of pollutants. (6) Professional Liability insurance covering professional errors and omissions for any design- related non - construction professional services with coverage at minimum limits of $1,000,000 per claim. C. PLANS — SHEET 17 OF 17 — SOLAR FLASHING SCHOOL ZONE SIGN ASSEMBLY DETAIL a) The call -outs `SB410 12" Round Warning Beacon with 24" Backplate by Spot Device or Approved Equal' shall be deleted and replaced with the following: `12" Round Warning Beacon with 24" Backplate' b) The call -out `SC315 Controller by Spot Devices (or approved equal). Mounted behind sign' shall be deleted and replaced with the following: `Solar School Flasher system including AP22 Time Switch by RTC Manufacturing, Inc. (or approved equal). Mounted behind sign' c) The 4.0' dimension is not applicable and should be deleted. D. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 23 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY Christine J. Mullen, PE Street Systems Project Engineer k: streets'projectsAakota middle school - 13th ave sw sidewalk connection rtb addendunis lakota 13th - addendum #l.doc BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR LAKOTA MIDDLE SCHOOL SIDEWALK 13th Avenue SW Sidewalk Connection Project RFB # 14 -108 SRTS- 0443(007) Bids Accepted Until 10:00 a.m., April 28, 2014 Bids Opened 10:10 a.m., April 28, 2014 AT: City of Federal Way City Council Chambers 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: PUBLIC WORKS DEPARTMENT CITY OF FEDERAL WAY, WASHINGTON City of Federal Way RFB # 14 -108 Lakota Middle School - Page 2 2014 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 ii L� 71 U 1 7-1 r� LJ I�I L_ �J TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ......................................... ............................... 4 BIDDER'S CHECKLIST ................................................................... ............................... 6 SECTION 1: INSTRUCTIONS TO BIDDERS .................................... ............................... 8 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS ............................. 15 NO BID RESPONSE FORM (Attachment A) .................................. ............................... 21 BIDFORM (Attachment B) .......................................................... ............................... 22 BID SCHEDULE (Attachment C) .................................................. ............................... 24 BID SIGNATURE PAGE (Attachment D) ...................................... ............................... 26 BIDBOND FORM (Attachment E) ................................................ ............................... 27 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment F) ....................... 28 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment G) ...... ............................... 30 DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION (Attachment H) ........................................................................... ............................... 31 LOCAL AGENCY DISADVANTAGED BUSINESS ENTERPRISE (DBE) WRITTEN CONFORMATION DOCUMENT (Attachment I) ............................ ............................... 32 PUBLIC WORKS CONTRACT (Attachment 3) ............................... ............................... 33 (with Exhibits A -F and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit D Certificate(s) of Insurance Exhibit E Performance /Payment Bond Exhibit F Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS ... ..........................GREEN PAGES SPECIAL PROVISIONS ................................................ ............................... BLUE PAGES FHWA 1273 (Appendix A) ...................................... ............................... YELLOW PAGES STANDARD PLANS AND DETAILS (Appendix B) ....... ............................... WHITE PAGES PREVAILING WAGES AND BENEFIT CODE KEY (Appendix C) ................... PINK PAGES City of Federal Way Lakota Middle School - Page 3 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 CITY OF FEDERAL WAY ' REQUEST FOR BIDS LAKOTA MIDDLE SCHOOL — 13Th AVENUE SW SIDEWALK CONNECTION PROJECT RFB # ' 14 -10 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through ' April 28, 2014, until 10:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 81h Avenue South, Federal Way, Washington 98003. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Monday, April 28, 2014, at The City Council Chambers, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid ' Bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: This project shall consist of: Improvements for the Lakota Middle School — 13th Avenue SW Sidewalk Connection Project include the following: 1. Construction of sidewalk, curb, gutter and American with Disabilities Act (ADA) improved driveway approaches on the south side of SW 314th Street (east of Lakota Middle School to ' 13th Avenue SW) and on the west side of 13th Avenue SW (from SW 314th St to SW 316th St). 2. Installation of school speed zone flashing beacon. The Contractor shall complete all work within 30 working days. Work must be completed between June 18th, 2014 & August 28th, 2014 The bidder is urged to check the plans and contract provisions carefully. jj J 1 All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835 -2526. Any questions concerning the description of the work contained in the contract documents must be directed to Christine Mullen, Street Systems Project Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Christine Mullen, Street Systems Project Engineer prior to bid opening date. PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half -size plans) in person, or by mailing a Twenty -Five and no /100 Dollars ($25.00) (non - refundable) check or cashiers' check payable to the City of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003 -6325, phone (253) 835- 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #14 -108, City of Federal Way Lakota Middle School - Page 4 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 Lakota Middle School — 13th Avenue SW Sidewalk Connection Project. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 14625 SE 82nd Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 Isqft Planroom, 2606 2nd Ave #244, Seattle, WA 98121 oregon- washingtonRisgft.com TITLE VI: The City of Federal Way, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d -4 and Title 49 Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 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, national origin, or sex in consideration for an award. The City encourages minority and women - owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. A contract goal has been established in the amount of Ten Percent (10 %) of the contract total for DBE goals. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. RESERVATION OF RIGHTS: The City of Federal Way reserves the right to reject any and all bids, waive any = informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the 28th day of March, 2014. Dates of Publication: Daily Journal of Commerce: April 5, 2014 April 12, 2014 Federal Way Mirror: April 11, 2014 April 18, 2014 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 5 2014 13`h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 0 C n u l� LJ 0 BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ Bid Form (Attachment B) ' The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. ❑ Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5 %) of the total bid amount and shall be shown in both words and figures. ❑ Combined Affidavit and Certification Form (Attachment F) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Compliance Statement (Attachment G) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Disadvantaged Business Enterprise Utilization Certification (Attachment H) This form must be filled in by the bidder. ❑ Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (Attachment I) This form must be filled in by the bidder and DBE Subcontractor for each DBE Subcontractor listed in the Disadvantaged Business Enterprise Utilization Certification (Attachment H). ❑ Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. ❑ Contractor's State Identification Numbers City of Federal Way RFB # 14 -108 Lakota Middle School - Page 6 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment 3) The successful bidder will fully execute and deliver to the S 320th Street Preservation Project Public Works Contract ( "Contract') from these Bid Documents. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit C) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit D) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit E) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. ❑ Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 7 2014 13t" Avenue SW Sidewalk Connection Project RFB ver. 1 -08 �I SECTION 1• INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids ' Sealed bids must be submitted by 10:00 a.m. local time on April 28, 2014, to the Purchasing Office of the City of Federal Way (the "City', located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, ' Federal Way, Washington, 98003 -6325, and will be publicly opened and read aloud in City Hall Council Chambers on April 28, 2014, at 10:10 a.m. local time. I r J 1 7I i� The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1 -2 Bid Form Bids shall be made on the "Bid Form ", Attachment "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. City of Federal Way Lakota Middle School - Page 8 13`x' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 1 -5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. 1 -6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1 -7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended amount and /or total price will be corrected accordingly. However, downward correction of a bid, which would displace City of Federal Way RFB # 14 -108 Lakota Middle School - Page 9 2014 13fl' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 1 u LI II I! I� J I� n 1 the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1 -10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. 1 -11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and /or responsibility necessary to perform the work after considering the elements in Section 1 -14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and /or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1 -12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1 -13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non - Collusion (Attachment G) with their bids. 1 -14 Evaluation of Bids ' It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit ' documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and ' provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by ' City of Federal Way RFB # 14 -108 Lakota Middle School - Page 10 2014 13`h Avenue SW Sidewalk Connection Project ' RFB ver. 1 -08 the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; C. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a "similar size and scope." C. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. d. Not be disqualified from bidding on any public works contract under RCW 39.03.010 or 39.12.065(3) 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (13)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the City of Federal Way RFB # 14 -108 Lakota Middle School - Page 11 2014 13`x' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 r li� �I 1 n. u 0 n projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close -out. C. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1 -16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. B. Attachment8— Bid Form. City of Federal Way Lakota Middle School - Page 12 13`x` Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 C. Attachment C— Bid Schedule. D. Attachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Combined Affidavit and Certification Form. H. Attachment G Contractor's Compliance Statement. I. Attachment H —Disadvantaged Business Enterprise Utilization Certification J. Attachment I — Local Agency Disadvantaged Business Enterprise (DBE) Written Conformation Document 1 -17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and /or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1 -18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5 %) of the Total Bid Price as indicated on Attachment B, "Bid Form ", or a bid bond in the form of Attachment E. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work City of Federal Way RFB # 14 -108 Lakota Middle School - Page 13 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 0 u L 0 0 1 F 1 L r 0 u (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, ""Bid Bond ". The check, or bidder's bond shall be attached to the bid form. The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance /payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1 -19 Performance/ Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance /Payment Bond (Exhibit E) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100 %) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit E) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1 -20 Bid Dispute A. Any actual or prospective bidder, including sub - contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. City of Federal Way Lakota Middle School - Page 14 13'' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Federal Way, Washington 98003 -6325 Attention: Bid Protest — Lakota Middle School — 130 Avenue SW Sidewalk Connection Project RFB # 14 -108 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2 -1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Christine Mullen, Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Christine Mullen, Street Systems Project Engineer, for response. 2 -2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, City of Federal Way RFB # 14 -108 Lakota Middle School - Page 15 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 II u n 0 1 i L 1 I I C 1 submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. 2 -3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Lakota Middle School — 13th Avenue SW Sidewalk Connection Project Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance /Payment Bond attached hereto as Exhibit E, Title VI Assurances attached as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, Addenda and Change Orders, Addenda and Change Orders, and the Lakota Middle School — 13th Avenue SW Sidewalk Connection Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and all other appendices attached hereto and incorporated by this reference, (collectively the '"Contract Documents'. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2 -4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2 -5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall immediately give a singed written notice of protest to the Project Engineer of the Project Engineer's field inspectors before doing the work. The contractor shall supplement the written protest within 15 calendar days with a written statement that provides the following: ' City of Federal Way RFB # 14 -108 Lakota Middle School - Page 16 2014 13th Avenue SW Sidewalk Connection Project ' RFB ver. 1 -08 a. The date of the protested order; b. The nature and circumstances that caused the protest; c.The contract provisions that support the protest; d. The estimated dollar cost, if any, of the protested work and how that estimate was determined; e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and cost have merit. If the protest is continuing, the information required above shall be supplemented as requested by the Project Engineer. In addition, the Contractor shall provide the Project Engineer before final payment, a written statement of the actual adjustment requested. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after the Final Contract Voucher Certification has been submitted. 2 -6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 2 -7 Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. 2 -8 Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 2 -9 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -10 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor City of Federal Way RFB # 14 -108 Lakota Middle School - Page 17 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 0 u 1 1 �I the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. 2 -11 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2 -12 Hazardous Chemical Communication In order to comply with WAC 296 -62 -054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the roduct is actual) used diluted, the dilution rate should be so stated in the p Y MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2 -13 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by 1 the Contractor pursuant to this paragraph. 2 -14 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. ' City of Federal Way RFB # 14 -108 Lakota Middle School - Page 18 2014 13`h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 2 -15 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'), shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2 -16 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2 -17 Disputes, Claims and Appeals If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specifications 1 -04.5. If the negotiations using the procedures outlined in Section 1 -04.35 fails to provide satisfactory resolution, the Contractor shall pursue the formal method outlined in standard Specification 1- 09.11(2) for submitting a claim. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 19 2014 13"' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 1 J I A i 1 I All claims, counterclaims, disputes and other matters in question between the City and the L 1 rl L 1 0 1 Contractor that are not resolved between the Project Engineer and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. The contract shall be interpreted and construed in the accordance with the laws of the state of Washington Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Project Engineer. Failure to comply precisely with the time deadlines specified as to any claim, shall operate as a release of that claim and presumption of prejudice to the City. 2 -18 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi- component or multi - material products shall verify the percentage and type of post- consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way Lakota Middle School - Page 20 13'' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 1 AttachmentA NO BID RESPONSE FORM When submitting a "No Bid ", mail this completed form to Federal Way Purchasing, 33325 8th Avenue South, Federal Way, Washington 98003 -6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1 -1. Failure to return this form if not submitting a formal bid may result in your firm being removed from the Citv's master bidder's mailing list. Bid Number: RFB No. 14 -108 Bid Title: Lakota Middle School — UP Avenue SW Sidewalk Connection Project ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Signature Name (Type or Print) Date Title City of Federal Way Lakota Middle School - Page 21 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 Phone: RFB # 14 -108 2014 I I Al ttadmnefit H BID FORM CITY OF FEDERAL WAY LAKOTA MIDDLE SCHOOL —13'x' AVENUE SW SIDEWALK CONNECTION PROJECT � I , , Bidder. 7F(10= Road Constuction Northwest, Inc. Date: e/28 /Z0_/5_� - ITEM RID AMOUNT TOTAL BID AMOUNT $ (including Washington State sales tax, all other government taxes, assessments and char es I WON To City Council Members City of Federal way 33325 8th Ave South Federal Way, Washington 98003-6325 Pursuant to and in compliance with your advertisement for bids for construction of Lakota Middle School --13"' Avenue SW Sidewalk Connection Project, and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Lakota Middle School — 13th Avenue SW Sidewalk Connection Project, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above-referenced amoun4 Inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not kw than five percent (SO/o) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within ninety (90) calendar days after the day of the bid opening and the undersigned fails to execute the Lakota Middle School — 13'h Avenue SW Sidewalk Connection Project Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond 4 Certified Check S'7d, ote Tprj�,_ h1to Dollars eF 80"'Idder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the fight to reject any and all bids, waive any informalities or minor irregularities in the biddfng, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way RFB # 14-108 Lakota Middle School - Page 22 2014 1P Avemw SW Sidewalk Connection Praject RFB ver. 1-08 Receipt of the following Addendums Is hereby acknowledged: Addendum No. -I-- Date issued: , 1�4 Addendum No. — Date Issued: Addendum No. — Date Issued: Bidder's State Ucense No. � 6 2- 2–S 10 Bidder's State Tax No. Road Constuefion Northwest, Inc. Firm Name 1946re 11tie City of Federal Way RFB # 14-108 Laketa Middle School - Page 23 2014 13* Avenue SW Sidewalk Conn ikon Project RFB vm 1-08 ATTACHMENT C CITY OF FEDERAL WAY LAKOTA MIDDLE SCHOOL — 13�" AVENUE SW SIDEWALK CONNECTION PROTECT BID SCHEDULE NOTE. Unit prices for all Items, all extensions, and the total amount of the bid must be shown. Enter unit prices In numerical figures only in dollars and cents, i.e. to two (2) decimal places (including for whole dollar arnmmts). All figures must be dearly legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for any item, the .k it nr� q mn,4 ty*zte ch,2il i-to mrrortrd tq confom thereto. City of Federal Way Lakota Middle School - Page 24 13' Avenue SW Sidewalk Connection Project RFB ver. 1-08 RFB # 14-108 2014 F14 —iiEM No. SPOC- ITEM DESCFUPTION 2UANTrrY UNIT U14rT PRICE AMOUNT 1 -Section 1-04 U ed Site Changes i FA $5,000-00 $5,0_00.00 2 1-05 gqoqv Surveylpg, LS 4_3'000.s 3 1-05 Record Dravvings (Minimum Bid 500 1 LS L 4 1-07 SPCC Plan 1 LS # /' 1-08 Type B Em9ress Schedule(Mln Bid $500).. 1 LS 1., 000 004- —5 6 1-09 Mobilization LS /Wo 7 1-1() Project TeLnporary Traffic Control 1 Lss _-Zo 8 2-01 Clearing and Grubbin 1 LS '5' 5W 5to' 9 2-01 Roadside Cleanu 2 FA $5,00 .00 $5,000.00 10 2-G2 Removal of Stricture and Obstruction 1 LS it 2-0 2 Sawcutting 1100 L F 12 2-02 Removal of Curb and Gutter 780 LF 4, 690 13 2-03 Roadway Excavation Ind. Haul 110 CY co -7, 7w, - 14 2-03 Unsuitable Foundation Excavation Ind. Haul 10 4CO q-0- 15 4-04 Crushed Surfacim TOP Course 120 TN Y/ 400 .'z0- City of Federal Way Lakota Middle School - Page 24 13' Avenue SW Sidewalk Connection Project RFB ver. 1-08 RFB # 14-108 2014 F14 16 5-04 HMA Cl. 1/2m PG 6422 30 TN 17 8-01 ESC Lead 30 DAY 18 8-01 Irdet Protection 7 EA 19 8-01 Erosion /Water Pollution Control 1 FA $2,500.00 $2,MOO 20 8-02 12 l Type A 5 CY 21 8-82 Seeded Lawn Installation so SY --Z 22 8-02 Property Restoration I FA $10,000.00 $10,000.00 23 8-04 Cement Conc, Curb and Gutter 780 LF 2 Jt3. 24 8-06 Gernent Conc. Residential Driveway Entrance 3-Day 160 25 8-06 Cement Conc Residential Driveway Transitions 3-Day, 90 sy 26 8 -14 Cement Conc. Sidewalk 300 27 8-24 Rectangular Rapid Flashing Beacon Sign Assembly, Complete I EA -4,5 28 8-21 Permanent Slgnlgg I LS 00 29 8-31 Potholing I FA $5,000.00 $510W.00 8-31 Resolution of Utility Conflicts 1 FA $5,000.00 $5, .00 City of Federal Way I,akota mime school Page 25 13'b Avenue SW Sidewalk Connection Project R-FB ver. 1-08 TOTAL = 4 / (, 4, 2.9. A I UB # 14-108 2014 1 1 1 1 I I I I AttK*nWfttD BID SIGNATURE PAGE /Z 0 Date: '�Z . —/ The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the Lakota Middle School – 131` Avenue SW Sidewalk Connection Project and comply with all other terms and conditions of the contract and bid documents of RFB 14-102. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. City of Federal, Way Lakota Vuldle School - Page 26 13'h Avenue SW Sidewalk Comection Project R,FB ver. 1-08 SW M, Co "n' ny Bv, --(SrgnatuLr�l (Printed Name) Its: V, (Title) P 0 Z30 Y, /'9 8 U�A .(WV11-17 (Address) W25' 2 (Telephone Number) RFB # 14-108 2014 J l 11 I I I I 1 Attachment E BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ 5% of Bid Amount which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Road Construction Northwest, Inc. as Principal, and Employers Mutual Casualty Company as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of Five Percent (5 %) of Bid * and _ 100 dollars ($ 5% of Bid Amount), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. *Amount The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Lakota Middle School -13th Avenue SW Sidewalk Connection Project According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms. said proposal or bid and award and shall give bond for the faithful performance thereof, wit' or Sureties approved by the Obligee; or if the Principal shall in case of failure so to ds ape forfeit to the Obligee the penal amount of the deposit specified in the call for bids,. - en this obligation shall be null and void; otherwise, it shall be, and remain in full force and,fiaffect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated d4nages, the amniint of this hnnri_ SIGNED, SEALED AND DATED THIS 28th DAY OF Received return of deposit in the sum of $ City of Federal Way Lakota Middle School - 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 Page 27 .1 N 14 � t,Vu io Xofthwest, Inc. Casualty Company Christopher Kinyon Attorney -in -Fact Date: V- z 8 , 20LIz. RFB # 14 -108 2014 ?T THE FACE AND REVERSE OF THIS DOCUMENT HAVE A COLORED FLAGON WHITE PAPER CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies ", each does, by these presents, make, constitute and appoint: KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and ail of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of- Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney -in -fact at anytime and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of- attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of- attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of- attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 21st day of APRIL 2014 Seals GO Pq OT,� : : VOHPORgt'i 9': z -SEAL 2V Z 1863 o ; 1953 ' IOWA ' *,IOWA,* 047 ,�,3'J�'`•` 'F, IOWA* . `\NSURANOF'•, Ui`O `��0.PORgt..'Oq:- _`�� `OPPORgTr `Cp'� � yR,Qy� OPP OFgT �s9'� =w: SEAL 'Z; :a: SEAL Z 1: SEAL;: RTH'DPKO . "",4,40 NE5.�0"`�, MUTUA i von° UTU4 2G ►�� z t d KATHY LYNN LOVERIDGE Commission Number 780769 o n My Commission Expires F� SURAP . °W October 10, 2016 y1p�N �p3J Bruce G. Kelley, hairman of Companies 2, 3, 4, 5 & 6; President of Company 1; Vice Chairman and CEO of Company 7 Michael Freel Assistant Vice President On this 21 st day of APRIL AD 2014 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. AL" - � Notan.1/Public M and for the State of IowaJ Es, CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on APRIL 21, 2014 on behalf of: KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE Ni HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this * day of Vice President 1 Alfta aitt»+enf F F City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM L Non- Collusion; Anti- Trust, Prevailing Wage (Non- Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT t 1 Being first duly swam, deposes and says, that he /she is the identical person who submitted the foregoing proposal or bid, and that such laid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not direr Uy induced or solicited any ether Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over -, otter Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE US. DEPARTMENT OF TRANSPORTATION (USDOT) k To report bid rigging activities call: 1 -800- 424 -9071 ^ The U.S. Department of Transportation (USD€ I) operates the above toll -free hotline Monday through Friday, 8 :00 a.m. to 5 :00 p.m., Eastem Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOTs continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchase any and all claims for such overcharges as to goods and materials purchased In connection with this order or contract, except as to overcharges resulting from anti -trust violations commencing after the elate of the laid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned - exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this profit, will pay each classification of laborer, workperson, or _ mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief, and City of Federal Way RFB # 14- 108 Lakota Middle School - Page 28 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 DEBARMENT AFFIDAVi"T I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntaniy excluded or determined ineligible by any federal agency within the past three (3) years, does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction In any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF EUG18111ITY The Contractor certifies that it is property licensed and registered under the taws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32. 070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or Infractions within a five -year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided In this agreement with the City of Federal Way. FOR: Non - Collusion Affidavit, Assignment of Anti- 'crust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit of Erigibility, and Certification of Lawful Employment. Lai €ota Middle School 130 Ave SW Sidewalk Connection Project Road. ConsWxtion Northwest, Im. Subscribed and swom to before me this day of /42/ L 20&. S�-d (printed /typed name of notary) Notary Public in and for the State of Washington My commission expires: fl-/2 -1 y City of Fedaai Way RFB # 14-108 Lakota Middle School - Page 29 2014 13'' Avenue SW Sidewalk Connection Project R.FB ver. 1 -08 Aft3chment G CONTRACTOWS COMPLIANCEASTATEKE*T- (President"s Executive Order #11246) Date: �/" 28 I ' This statement relates to a proposal contract with the City of Federal Way named LAKOTA MIDDLE SCHOOL — le AVENUE SW SIDEWALK CONNECTION PROJECT ' I am the undersigned bidder or prospective contractor. I represent that: - 10 have, [] have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Road Construction Northwest, Inc. Name of Bidder By: z Si re Its: �� GE2 sir ' � I Title 1 ra,v GUS 9,9 Address 1 1 ' City of Federal way RFB # 14 -108 2014 Lakota Middle School - Page 30 13* Avenue SW Sidewalk Connection Project RF8 ver. 1-08 1 1 1 1 1 At&cfifilentH L=WAaenwDkpd-mft lewd BWnm* E1 "p Wu=*m cadme"m 't9bQ 050b*f0raW8t0 Of Ih* 00TArAd 11116 bit dUr mial an VO andaubmil, as Pori of *45 bid pmpo+ *. the rodoming Dwaampla9w Sammem Frierprise U1i11=0onCqrNfiCgjkmmlidft to Oisai*arilaiWil' Fkusinms The Oun4adirloAUemy 1;h0tomider 3s mon-mspomme srWahafi rqjort " bid proposail I hid dou noll mr4ain 0 DOE CorKpaW ion—hid owswrlY dMoriW raf" I hal 0* Wder wiT mvvi ft DOE parkipaN m;"Amawds ;n om of ft awnm pmvio for in ft ompowd Wr4r4d, The Bid w mir"I submil good failh gForl 4owmvxWtbn onfy& ft nrrark ft bkow's *%dg 1040W SuIrkio"I ORE pW1IWpmbD has barn lxaTA�vj, 71110 fAromsful b~r, Qisa&ari" Sugirwma FnIerprise Uirwallon 000m4kirl "I bo4m"O a pwi or 0* msuMrV bonlra d. tntarmad ion an cwtftd firms is available fi*m ONE, to lapftft 3W-%4-97,50 v Tall Frigait-81W709-1064. Road Construction Northwest, Inc. cerffia Wmil the P40&0rAW8d 13USilM.0 Fn*fp Q`(Q%F Fkft F4W below hm bigiancon1W.W ww0irg pprIi0*'ivn on Ihis pmod 11 M4 bklOr is wxx"ulol ft pmjcct and 4 awgipfto thm=r*act, H showwre ft(subWpIrAdS or $up* *WeemWqS We qxqQA6d w'*t *Me firmi; wtmroan *A-ourtl W be Applied Todw4g; Gmt* is IWd fit r*cvwary, LmeaWlIbmaisheeL I kaMe of DBE Cargicaft kumbor edbain 2 • pwied Rd* fa lase "kd %film-1 ttra�rrisr DascirlpGonot Wrk caimm 4 Anvom ot ID be Applied Toxards Goal 1, WE Coates Surveying LLC Sub Contractor Construction Surveying $2,720.00 D3M8019952 2, G&G Inc. Sub Contractor ELECTRICAL CONTRACTING, TRAFFIC SIGNALS, LOOPS, $11,000.00 Q2F0010391 0 1 Ktt I LIUM I 1IqL;1, KUAU SIGN ERECTION, POLE REMOVAI AND I ISTAI I ATION' CONCRETE CUTTING FOR TRAFFIC SIGNAL WORK. 5 Silver Streak Inc Sub Contractor HIGHWAY PROJECTS INCLUDING HAULING OF $4,000.00 DW2F7218670 IMPORT AGGREGATES AND ASPHALT PAVING IN ADDITION 1 U LAIjUK I ANU Vt- SITES GENERATING SURPLUS MAT-ERIA661314M. T-1-19"ING i DimdusimUnjoti Sv*r4**S Fi7forpeive Svtrqrzlr.;w#nq Cipal- 10% 17,720.00 "Liar Owdor vinam rarr***pptrjfsod prorsin bie;mhmetrot f.-I We Ofte afftuat app"writy, W*xh gkft Uapt M 1r;r,;part;*nr, ar,*W4h zwtrart go* the wdior-am.-itirg UK- Pmftt*mhm lmwarm MuftgOaCkar In 100Cr4 tr;W2 mcBmArt the ral,&M-tint; Aqwry moll 0jitt p thix mntwrt to duramdre Whather a r.0 the bbrmm hEw wet 1ho gml Ir ihe dkiMr d n, viihmmite itiftrame twhVear-thin tntRil wre ft rmm of the ir.rjmwium wrmrjwtr, tistw sham, then ft %am d " Rmmrts ksftr-* " pmum and the ioWwm4m mvime 9mmnirgy Poftipalmr. Ir- =rms d theipvi ikfmLnt wig beramicem vatntgryM MIM-riNdr4l plftiprAIrxs SR CW Farm 2T2-rc-8A aF QT201i City of Federal Way Lakota Middle School - Page 31 13'h Avenue SW Sidewalk Connection 01roject RFB vm 1-08 R.FB 9 14-108 2014 Aftirdwmnt I City offederal Way 33323 8th Avenue 5 Federad Way; WA 98003 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DBE), I confirm that we have been contacted by the referenced bidder with regard to the referenced project and it the bidder is awarded the contract we will enter Into an agreement with the bidder to participate In the project considerd with the irdormation provided in the bidders Madvadaged Business Enterrsrise Contract Tate: Lakota Middle School - l3th Ave SW Sidewalk Connection Project seder's Business Name: Road Construction Northwest, Inc. Mrs Baskmss Name; SILVER STREAK INC DBE signature: DBE's Titre: � �YKe- 7'di Dom: April 28, 2014 The entries mist be consistent with what Is shown on the bidder's Disadvantaged Business Enterprise Utilization Cetton. Failure to do so will resurt in bid rejection. See contract provision, Dkovantaged Buskwu ErOarpdae ConoWlort of Award Pppsaffon. HIGHWAY PROJECTS INCLUDING HAULING OF IMPORT AND ASPHALT PAVING �N ADDITION TO VPQRT� N ISPOSAL OF SITES GENERATING SURPLUS MATERIALS i� Amount to be Applied Towards Goal: $4,000.00 SR City of Federal Way Lakota Middle School - Page 32 13* Avenue SW Sidewalk Connection Project RFB ver. 1-08 DOT � EF RFB # 14-108 2014 City of Federall Way Sib ,kvcuc S F31325 edoxf Way, Wu .A 98W3 Local Agency Disadvantaged Business Enterixise (DBE) Written Confirmation Document "o tit -mill LOA11r, OL • 4 -7sF, C*ftact T*W. LApta Nfiddle School - 13th Ave SW Sidewalk Cotwon P!2i—w wddw,s euskutu mmm. Road Construction Northwest Inc.,, TI* eahes mist be c00%Worlt with what is shovwi on Oie bidder's OisadVartvVd Susk*ss EAterpr** UblzaWn CerNicabon. Fs do so vAl Msut in bid M*Aion, $4e 00**ct PrOvmon. Ck*~aod Sudhow &ftplse CoMban of Award POPOdpadaft. Construction Surveying Nscription of Work; Alroult to bq Appjad Toy Ards G08j, $2,720.00 VrI City of Federat Way iota hlid& School - Pap 32 136 Av=w SW Side-walk Comiei:tion Project RFB va. 1-68 DOT FUM 42-WA V Wroll RYH 4 lay -108 2014 FROM : FAX NO. : Apr. 27 2014 09:26PM P1 Atbchment I City of Federal Way 33325 Sth Avenue S Federal Way, WA 48003 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DBE), l confirm that we have been contacted by the referenced bidder with regard to the referenced project and if the bidder is awarded the contract we will enter into an agreernent with the bidder to participate in the project consistent with the information provided it the bidders Co Title: Lakota Middle School -13th dive SW SidewzJk Connectionn rojeet t3kWees Business tames Road Construction Northwest; Inc. IMus susaress Name: G & G Inca orated 08E Signatures DBEs Tale: �C Date: April 28, 2044 The entries roust be consistent wih what is shows on the bidder's i iisadvantaged 8usinm Entarprie Llsfation CertfiCation. Failure to do so mil result at bld rejection. See contract provision; Oksewr* -Ved 8LM& ess Enterprise Coad bn of Award Per*ffi&*m LECTRICAL CONTRACTING, TRAFFIC SIGNALS, LOOPS, STREET LIGHTING, ROAD SIGN ERECTION, OLE REMOVAL Abi SIN�WLA7jpN,CONCRETE CUTTING FOR TRAFFIC SIGNAL WORK AmounttcbeAppliedTovardsGcat $11,000.00 li•• City of Federal Way Lakota Middle School - Page 32 1P Avenue SW Sidewalk Connccrion Project RFB vet. I -08 • 11P1 11 A .'./'1 /� A A /1 A 11 �l DOT Fam 2 CUA EC Qggg RFB # 14 -108 2014 Attachment 1 PUBLIC WORKS CONTRACT FOR LAKOTA MIDDLE SCHOOL —13TH AVENUE SW SIDEWALK CONNECTION PROJECT THIS PUBLIC WORKS CONTRACT ( "Contract') is dated effective this I day of ' �J al'1V , 201 4 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner', and Road Construction Northwest, Inc. a ' Washington Corporation ("Contractor'. A. The City desires to retain an independent contractor to furnish all labor and materials ' necessary to perform work necessary to complete the Lakota Middle School — 13th Avenue SW Sidewalk Connection Project located in Federal Way, Washington C' Property); and IB. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties' agree to the following terms and conditions: ' 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the Lakota Middle School — 13th Avenue SW Sidewalk Connection project, including without limitation: Improvements for the Lakota Middle School — 13th Avenue SW Sidewalk Connection project include the following: 1. Construction of sidewalk, curb, gutter and American with Disabilities Act (ADA) improved driveway approaches on the south side of SW 314th Street (east of Lakota Middle School to 13th Avenue SW) and on the west side of 13th Avenue SW (from SW 314th St to SW 316th St). 2. Installation of school speed zone flashing beacon ("Work', in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificates) of Insurance Form attached hereto as Exhibit D, Performance / Payment Bond attached hereto as Exhibit E, Title VI Assurances attached hereto as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'), which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. City of Federal Way Lakota Middle School - Page 33 136 Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 30 Working Days. All Work shall be completed between June 18, 2014 to August 28, 2014. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit "A ". 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T = Original time for completion. When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefits of the facilities, both form the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the Date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 34 2014 1P Avenue SW Sidewalk Connection Project RFB ver. 1 -08 1 � I � I � I 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B ", which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the ' general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. ' 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. ' 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. ' 2. TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no more than 30 working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'). City of Federal Way RFB # 14 -108 Lakota Middle School - Page 35 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 3. COMPENSATION 3.1 Total Compensation. In consideration of the Contractor performing the Work, the City ' agrees to pay the Contractor in accordance with Attachment "B ", Bid Form (which includes the Bid Schedule), which amount shall constitute full and complete payment by the City ("Total ' Compensation'. 3.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the ' payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 3.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 3.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non - discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit E. S. INDEPENDENT CONTRACTOR /CONFLICT OF INTEREST City of Federal Way RFB # 14 -108 Lakota Middle School - Page 36 2014 13t` Avenue SW Sidewalk Connection Project RFB ver. 1 -08 5.1 It is the intention and understanding of the Parties that the Contractor shall be an ' independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other ' taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 5.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 6. CITY'S RIGHT TO TERMINATE CONTRACT 6.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and /or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 6.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should. fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 37 2014 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 6.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. 7. INDEMNIFICATION 7.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 7.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or City of Federal Way RFB # 14 -108 Lakota Middle School - Page 38 2014 13"' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 7.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 8. INSURANCE 8.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $5,000,000 for bodily injury, including personal injury or death, products liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. 8.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self- insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an 'occurrence" form as opposed to a "claims made" or "claims paid" form. 8.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "Y' which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 8.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 39 2014 13t' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 8.5 Deductibles and Self- Insured Retentions. Any deductibles or self- insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self- insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self- insured retentions. 8.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 8.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non - acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 9. PERFORMANCE/ PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance /Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "E" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 10. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296 -155 WAC), General Safety and Health Standards (Chapter 296 -24 WAC), and General Occupational Health Standards (Chapter 296 -62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 11. PREVAILING WAGES 11.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 40 2014 13`x' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 � I - n n The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296 -127 WAC, or the Federal Davis -Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. The Contractor shall ensure that ,any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296- 127 -010 WAC, complies with all the requirements of Chapter 39.12 RCW. 11.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 11.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700- 029 -000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700- 007 -000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 11.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. City of Federal Way Lakota Middle School - Page 41 13fl' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 12. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and /or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 13. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 14. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 15. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 16. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and /or the City may deduct its costs from any remaining payments due to the Contractor. 17. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 17.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 42 2014 13'' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 � I I � I � I � I � I � I � 17.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 17.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 18. GENERAL PROVISIONS 18.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 18.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. 18.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. ' 18.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the ' Contractor from any of its obligations or liabilities under this Contract. 18.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be ' binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 18.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. City of Federal Way Lakota Middle School - Page 43 13'b Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 18.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 18.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 18.9 Authori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 18.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 18.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 18.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 18.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91 -54, as amended, occurs as a result of the formation and /or performance of this Contract, this Contract may be rendered null and void, at the City's option. 18.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: ATTEST: I City Clerk, Carol McNeilly, C C Ji z'Ferrell, Mayor 325 8th Avenue South Federal Way, WA 98003 -6325 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 44 2014 136 Avenue SW Sidewalk Connection Project RFB ver. 1 -08 F L 1 0 APPROVED AS TO FORM: Interim City Attorney, Amy Jo Pearsall Road Cons tr ti n No west c. By: (S Peter Kenney (Name) PO Box 188 Renton, WA 98057 (Address) (Phone) STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me Peter Kenney , to me known to be the Vice President of Road Construction Northwest, Inc. that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of C— , 20 14 . P DUNG �,, �,, � r, G� L +�L.1,rlceti -1 �P (typed /printed name of notary) G Ss Fr ,� i0n 1� a�r: Notry Public in and for the State o Washington. U 01040 Mylommission expires , 3 �0 C PU6OO b.: X02\\_ ,qrF of wAS�'�,�``\� City of Federal Way Lakota Middle School - Page 45 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 EXHIBIT A a NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Date: CITY OF FEDERAL WAY Assigned to: 33325 .8TH AVENUE SOUTH FEDERAL WAY, WA 98003 Date Assigned: UBI Number: IA; J IL of —i—t ., .—ioetlR.vorihpd he&w Project Nam LAota Middle School. -13th Ave SW Sidewalk Connection Project onlr—alc Number job order Contractirg ID Yes :] No Dese ripLion orWorkDonedmiudeJobsiteAddress(es) Federally funded road transportation project? Yes D No Contractor's Name Tftbone NurnDer Afflavit ID* Contractor Address If Retainage Is Bonded, lAst Surety's Name or attach a copy) Surety Agent-S Address Date Contract Awarded Date Wo omm a 9 WorK omp eted ate or ed Contract Amount $ Additions (+) $ Liquidated Damages $ Reductions (-) $ Amount Disbursed $ Sub-Total $ 0.00 Amount Retained $ Amount of Sales Tax Paid at o.000% (YvarJoIrFraw appl ,please send a breakdom) TOTAL $ 0.00 TOTAL$ 4.00 NOTE, These two totals must be equal Please List all Subcontractors and Sub-tiers Below: Subcontractor's Name: UBI Number. (Required) Affidavit 1D* F215 -038- 00007- 2012 REV 31 0020a (0710612) City of Federal Way Lakota. Middle School - Page 46 13'h Avenue SW Sidewalk Connection Project RFB ver. 1-08 �vAm"u_ w.. F-5 RFB # 14-108 2014 Contact Name: Title: Email Address: Phone Number: NO PAYMENT SHALL RE MADE FROM RETAINED FUNDS until receipt (af all.reiease cerdficalrs. Affidavit ID* - Provide knows ones at this lima No LNI release will be granted anti all aiCelavils are completed. Submitting Form: Please submit the completed Form to all three agencies Nlow. For a faster response, please submit by email. Washington State Department of Revenue Public Works Section AORox47474 Oympts WA 96504-7474 (960) m-15" FAX (M) 6614159 PWCOdor:mragw washington able Daperttnwd of labor and huluetdos Contract naMpn PO Sox 44274 Olympic, WA98504427E (360,}) 902.6772 FAX(AM 902.6897 Cavtr4aRelease&WLW8gov Washington Slate Wgpbynlanl Security Department pegirlraWn, InquIrY, Summkodsa Coordnedon Unit PO so 94/6 Olympia WAM07-OD46 (360) 9629456 Fax (380) 9024287 For tax assistance or to request this document in an alternate fornut, visit htlpWdor.wa.gov or call 1- 800 -647 -7706. Teletype (TTY) users may call (360) 70"7 IS. t ?2l5•Q3V4= Oiem RIEV 310 20e 17/1ki113) City of Federal Way RFB # 14 -108 Lakota Middle School - Page 47 2014 13'' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 I' u PROJECT ' NUMBER PROJECT TITLE EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: EFFECTIVE DATE CONTRACTOR The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "'Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ UNIT PRICE: DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. ' CONTRACTOR'S SIGNATURE DEPT. DIRECTOR /MANAGER SIGNATURE ' City of Federal Way Lakota Middle School - Page 48 13' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 DATE RFB # 14 -108 2014 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way Lakota Middle School - Page 49 13'' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 *Adjustments: $ ❑ INCREASED $ ❑ DECREASED $ DEPARTMENT DIRECTOR'S SIGNATURE RFB # 14 -108 2014 EXHIBIT C ' NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: U41 ►Jv)f1 �� fnlL ' (Name of Union or Organization) The undersigned currently holds contract(s) with — 0�- Ff) ' involving ' funds or credit of the City of Federal Way, Washington, (a) subcontract(s) Oth a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, ' color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: 1 EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING ' RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or ' subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to ' employees or applicants for employment. Complaints may be submitted to: Christine Mullen ' City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 1 ' City of Federal Way Lakota Middle School - Page 50 13`x' Avenue SW Sidewalk Connection Project ' RFB ver. 1 -08 ontrac(or or subcont or) o t, l el to RFB # 14 -108 2014 Client#: 105477 EXHIBIT D MCCACONS2 ACORD,,. CERTIFICATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 05/27/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE, HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Monica Parks Propel Insurance PHONE g00 499 -0933 AX Noll: 866.577.1326 AIC No E# Tacoma Commercial Insurance E-MAIL ro elinsurance.com 1201 Pacific Ave, Suite 1000 ADDRESS: ma P @P P Tacoma, WA 98402 INSURER (S) AFFORDING COVERAGE NAIC # INSURER A: Charter Oak Fire Insurance Comp INSURED INSURER B : Travelers Property Casualty of Road Construction Northwest Inc dba RCNW INSURER C : Travelers Indemnity Co of Conne Road Construction Southwest Inc dba RCSW INSURER D PO Box 188 INSURER E: Renton, WA 98057 INSURER F COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL IN R UBR WVD POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X PD Ded: $5,000 X X DTC08B33735000F14 5/15/2014 05/15 /201 EACHOCCURRENCE $1,000,000 PREMIEES EaENTEDence $300,000 MED EXP (Any one person) $10,000 PERSONAL &ADV INJURY $1,000,000 X WA Stop Gap GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRa LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ C AUTOMOBILE LIABILITY ALL OWNED SCHEDULED IXANY AUTO AUTOS NON -OWNED HIRED AUTOS X AUTOS X X BA81333735014CNS 5/15/2014 05/15/201 COMBINED SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X DTSMCUP8B337350TIL 5/15/2014 05/15/2015 EACH OCCURRENCE s6,000,000 AGGREGATE s6,000,000 DED I X I RETENTION $10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY N ANY PROPRIETOR/PARTNER/EXECUTIVE --I OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA DTEUB813337350 CA, NM, TX 5/15/2014 05/15/201 X TB Y Limi OTH- �T E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,()00,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) RE: Lakota MS 13th Ave SW Sidewalk Connection Project / SRTS- 0443(007). The City of Federal Way is additional insured per the attached endorsement. 7 I 1 City of Federal Way THE SHOULD XPIRA ONH DATE VTHEREOF, E NOTICEI WIBLL CBE CDELIVEREDO NE 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1410163IM1409967 KTR00 IThis P a g e has been left blank intentionally. C 1 1 1 1 s 1 n 1 1 1 1 1 1 1 1 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section II) is amended to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Cover- age Part, but: a) Only with respect to liability for "bodily injury", "property damage" or "personal injury"; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a) In the event that the Limits of Insurance of this Coverage Part shown In the Declarations exceed the limits of liability required by the is written contract requiring insurance " , the in- surance provided to the additional insured shall be limited to the limits of liability re- quired by that "written contract requiring in- surance". This endorsement shall not in- crease the limits of insurance described in Section III — Limits Of Insurance. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and li. Supervisory, inspection, architectural or engineering activities. CG D2 46 08 05 c) The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products - completed op- erations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that oc- curs before the and of the period of time for which the "written contract requiring insur- ance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible "other insurance ", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non - contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance ". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible "other in- surance", whether primary, excess, contingent or on any other basis, that is available to the addi- tional insured when that person or organization is an additional insured under such "other insur- ance". 4. As a condition of coverage provided to the additional insured by this endorsement: a) The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 Road Construction Northwest Inc dba RCNW ' DrrC08B33735000F14 1 1 1 1 1 1 1 1 1 1 1 1 COMMERCIAL GENERAL LIABILITY i. How, when and where the "occurrence" or offense took place; ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the "occurrence" or offense. b) If a claim is made or "suit" is brought against the additional insured, the additional insured must: L Immediately record the specifics of the claim or "suit" and the date received; and U. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit ", cooperate with us in the investigation or settlement of the claim or defense against the "suit ", and otherwise comply with all policy conditions. d) The additional insured must tender the de- fense and indemnity of any claim or "suit" to IPage 2 of 2 any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to "other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY tTHIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ' CONTRACTORS XTEND ENDORSEMENT 1 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any Injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover - age description only. imitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsementandthe rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured — States Or Political Subdivisions — Permits D. incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured —Newly Acquired Or Formed K. Unintentional Omission Organizations F. Who Is An Insured — Broadened Named insured I-» Blanket Waiver Of Subrogation — Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability — Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: Exclusions c. and g. through n. do not apply The following is added to Exclusion g., Aircraft, „ Auto Or Watercraft, in Paragraph 2. of SECTION to premises damage". Exclusion f. {'1 }(a) I — COVERAGES — COVERAGE A BODILY IN- JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured; and d. Smoke resulting from such fire, explosion, (c) Not being used to carry any person or prop- erty for a charge. e. Water, ' B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section I — Coverage A 1. The first paragraph of the exceptions in Ex- clusion j., Damage To Property, in Para- graph 2. of SECTION 1 — COVERAGES — Coverage Part that has Exclusion — All Pollu- tion A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. elusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION ! -- premises damage as described in Para - COVERAGES — COVERAGE A. BODILY graph 6. of SECTION ill — LIMITS OF IN- SURANCE. CG D3 16 1111 ®2t)11 The Travelers indemnity Company. All rights reserved. Page 1 of 6 IPage 2 of 6 1 O 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY 3. The fol €owing replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PA YMENTS TION III — LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER - ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER - pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds 1 The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies. We do not have to fur - fire; explosion; lightning; smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or 2. The following replaces Paragraph 1.d. of any combination of any of these causes. The Damage To Premises Rented To You SUPPLEMENTARY PAYMENTS — COVER- AGES A AND B of SECTION 1 — COVER - Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,004 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The fallowing replaces Paragraph a. of the 1. The following is added to the definition of "oc- definition of "insured contract" in the DEFINI- currence" in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How committed in providing or failing to provide ever, that portion of the contract for a "Incidental medical services ", first aid or lease of premises that indemnifies any "Good Samaritan services" to a person. person or organization for "premises "Insured 2. The following is added to Paragraph 2.a.(1) of damage" is not an contract"; SECTION It —WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail - "Premises damage" means "property dam- ing to provide: age" to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tern- your "employees" who is a nurse practi- poradly occupied by you with permission loner, registered nurse, licensed practical j of the owner, or b. The contents of any premises while such nurse, nurse assistant, emergency medi- cal technician or paramedic; or premises is rented to you, if you rent such (€1) First aid or "Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV — COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: (b) That is insurance for "premises damage "; provide first aid or "Good Samaritan ser- vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. IPage 2 of 6 1 O 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 1 Road Construction Northwest Inc dba RCNW DTC08633735000F14 COMMERCIAL GENERAL LIABILITY 1 form, 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or SECTION III — LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the sole owner or in which you maintain the ma- ble Each Occurrence Limit, all related acts or omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services ", first aid Named Insured if there is no other insurance or "Good Samaritan services" to any one per - which provides similar coverage to that Or- son will be deemed to be one "occurrence ". ganization. However. 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I — COV- only: ERAGES — COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization In writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharrnaceuti- form it; or Gals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured. that date Is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services" means: within 180 days after you acquire or form €t, and we agree in writing that It will con - a. Medical, surgical, dental, laboratory, x -ray tinue to be a Named Insured until the end or nursing service or treatment, advice or of the policy period; instruction, or the related furnishing of food or beverages; or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before you acquired or formed the organization; and medical, dental, or surgical supplies or appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury" or "advertising injury" arising out of an offense committed before you acquired or gency medical services for which no compen- sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED — UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- The following is added to SECTION 11 —WHO IS TIONS: AN INSURED: The insurance is excess over any valid and Any of your subsidiaries, other than a partnership, collectible other insurance available to the in- joint venture or limited liability company, that is sured, whether primary, excess, contingent or on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for "bodily injury" that arises out of providing or lions is a Named Insured ft you maintain an own - ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or "Good Samaritan services" No such subsidiary is an insured for "bodily injury" to any person to the extent not subject to or "property damage" that occurred, or "personal Paragraph 2.a.(1) of Section 11 — Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub - The following replaces Paragraph 4. of SECTION sidiary. ii —WHO IS AN INSURED: CG D3 16 11 11 0 2011 The Travelers Indemnity Company. All rights reserved. Page 3 of 6 1 1 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED — OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION 11— WHO IS The following is added to SECTION Il — WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed In a written con - agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability spect to liability for "bodily injury", "property darn- for "bodily injury", "property damage ", "personal age", "personal injury" or "advertising injury" that: injury" or "advertising injury" that a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising Injury" caused by an offense that is commit- injury" caused by an offense that is commit- ted, subsequent to the execution of that con - ted, subsequent to the execution of that con- tract or agreement; and tract or agreement; and b• Is caused, in whole or in part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation or use of that part of any premises leased to use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor Is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on Vida in the written contract or agreement, or the Declarations, whichever are less. the limits shown on the Declarations, which- b. The insurance provided to such equipment ever are less. lessor does not apply to any "bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury" or "advertising injury" caused by an of- (1) Any "bodily injury' or "property damage" fense that Is committed, after the equipment that occurs, or "personal injury" or "adver- lease expires. Using injury' caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible In that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement. manager. that this insurance must be primary to, or c. The insurance provided to such premises non - contributory with, such other insurance, in which case this insurance will be primary owner, manager or lessor is excess over any to, and non - contributory with, such other in- valid and collectible other insurance available to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS — PERMITS the written contract or agreement that this in- The following is added to SECTION 11— WHO IS surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivie ion that has issued a and non - contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 ® 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 1 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY liability by any ordinance, law or building code to include (ii) A manager of any limited as an additional insured on this Coverage Part is company; or an insured, but only with respect to liability for (iii) An executive officer or director of "bodily injury", "property damage ", "personal in- any other organization; jury" or "advertising injury" arising out of such op- that is your partner, joint venture erations. The insurance provided to such state or political member or manager; or Any "employee" authorized by such (b) subdivision does not apply to: partnership, joint venture, limited Ii- a. Any "bodily injury," "property damage,' "per- ability company or other organization "occurrence" sonal injury" or "advertising injury" arising out to give notice of an or of operations performed for that state or po- offense. I €tical subdivision; or (3) Notice to us of such "occurrence" or of an b. Any "bodily injury" or "property damage" In- offense will be deemed to be given as cluded in the "products- completed operations soon as practicable if it is given in good hazard ". faith as soon as practicable to your work - J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies only if you subsequently give notice to us RENCE OR OFFENSE of the "occurrence" or offense as soon as The following is added to Paragraph 2., Duties In practicable after any of the persons de- The Event of Occurrence, Offense, Claim or Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or (2) above discovers that the "occurrence" or offense ERAL LIABILITY CONDITIONS: may result in sums to which the Insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to However, if this Coverage Part Includes an en- you or any insured listed in Paragraph 1. or 2. dorsement that provides limited coverage for of Section Il —Who Is An Insured: (1) Notice to us of such "occurrence" or of- "bodily injury" or "property damage" or pollution costs arising out of a discharge, release or es- fense must be given as soon as practice- cape of "pollutants" which contains a requirement ble only after the "occurrence" or offense that the discharge, release or escape of "pollut is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an Individual (if you are a partnership or this paragraph e. does not affect that require - joint venture), any of your managers who ment is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph S., Repre- tion other than a partnership, joint venture sentations, of SECTION IV -- COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence" or offense. error in, any information provided by you which (2) if you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of 'occurrence" or offense must be given as cancellation al in accordance with soon as practicable only after the occur- pp cable insurance laws regulations. rence" or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph B., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL Ll- ABILITY CONDITIONS: CG D3 IS 1111 0 20111 The Travelers Indemnity Company. Al rights reserved. Page 5 of 6 1 I 1 1 1 I 1 t I d 1 1 I Road Construction Northwest Inc dba RCNW DTCOBB33735000F 14 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- ment to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organiza- tion, but only for payments we make because oF. a. "Bodily injury" or "property damage" that oc- curs; or b. "Personal injury" or "advertising injury' caused by an offense that is committed; subsequent to the execution of that contract or agreement. M. AMENDED BODILY INJURY DEFINITION The following replaces the definition of "bodily injury" in the DEFINITIONS Section: IPage 6 of 6 1 3. "Bodily injury" means bodily injury, mental anguish, mental injury, shock, fright, disability, humiliation, sickness or disease sustained by a person, including death resulting from any of these at any time. N. CONTRACTUAL LIABILITY— RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in the DEFINI- TIONS Section: c. Any easement or license agreement; 2. Paragraph f.(1) of the definition of "insured contract" in the DEFINITIONS Section is de- leted. 0 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY ITHIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY P� DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s): General Aggregate(s): ANY DESIGNATED PROJECT(S) YOU ARE REQUIRED $GENERAL AGGREGATE TO INCLUDE A DESIGNATED PROJECT(S) GENERAL LIMIT SHOWN ON THE AGGREGATE LIMIT COVERAGE ON THIS POLICY BY A DECLARATIONS WRITTEN CONTRACT OR WRITTEN AGREEMENT IN EFFECT DURING THIS POLICY PERIOD AND SIGNED AND EXECUTED BY YOU PRIOR TO THE LOSS FOR WHICH COVERAGE IS SOUGHT. A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A. �.� obligated to pay as damages caused by "occur- rences" under COVERAGE A. (SECTION 1), and for damages or under COVERAGE C. for medical expenses shalt reduce the Desig- - for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1), which can be that designated "project ". Such payments attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated "project" shown in the Schedule above: shown in the Declarations nor shall they re- "� 1. A separate Designated Project General Ag- duce any other Designated Project General gregate Limit applies to each designated "pro- Aggregate Limit for an other designated y g "project" ject ", and that limit is equal to the amount of shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each "= Declarations, unless separate Designated Occurrence, Damage To Premises Rented �= Project General Aggregate(s) are sched- To You and Medical Expense continue to �-- uled above. apply. However, instead of being subject to �— 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- �� damages because of "bodily injury" or "prop- gregate Limit. ,.... erty damage" included in the "products- completed operations hazard ", and for medi- B. For all sums which the insured becomes legally obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION t), which cannot be attributed only to operations at a single desig- "project" nated shown in the Schedule above: c. Persons or organizations making claims or bringing "suits ". Ot35i6 CG D2 11 01 04 Copyright, The Travelers Indemnity Company, 2004 Page 1 of 2 P� 1 t 1 Ll 1 Page 2 of 2 Copyright, The Travelers Indemnity Company, 2004 CG D2 11 01 04 Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily injury" or "property damage" included in medical expenses shall reduce the amount the "products - completed operations hazard" will available under the General Aggregate Limit reduce the Products - Completed Operations Ag- or the Producls - Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregale Limit, whichever is applicable; and 2. Such payments shall not reduce any Desig- gate Limit nor the Designated Project General Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2. of SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: tions Section is amended by the addition of the following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per - a. Damages under Coverage B; and forming operations pursuant to a contract or agreement. For the purposes of determining the b. Damages from 'occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION I) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots. or premises whose con - under COVERAGE C (SECTION I) which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right -of -way of a railroad shall be a single designated "project" shown in the considered a single "project ". SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D. When coverage for liability arising out of the INSURANCE not otherwise modified by this en- products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. 1 t 1 Ll 1 Page 2 of 2 Copyright, The Travelers Indemnity Company, 2004 CG D2 11 01 04 1 1 I 1 u Ll ri t 1 Ll COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF•DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — UABILITY COV- ERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50°x6 or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION Il — LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is In effect during the policy period, to be named as an addi- tional insured is an 'Insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An insured provision contained In Section 11. C. EMPLOYEE HIRED AUTO 1. The following Is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — LI- ABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. CA T3 53 0212 0 2010 The Travelers indemnity Company Page 1 of 4 includes copyrighted material of Insurance Services Office, Inc. with its permission. Road Construction Northwest Inc dba RCNW BA8B33735014CNS 1 1 I 1 u Ll ri t 1 Ll COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF•DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — UABILITY COV- ERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50°x6 or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION Il — LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is In effect during the policy period, to be named as an addi- tional insured is an 'Insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An insured provision contained In Section 11. C. EMPLOYEE HIRED AUTO 1. The following Is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — LI- ABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. CA T3 53 0212 0 2010 The Travelers indemnity Company Page 1 of 4 includes copyrighted material of Insurance Services Office, Inc. with its permission. Road Construction Northwest Inc dba RCNW BA8B33735014CNS COMMERCIAL AUTO 2. The following replaces Paragraph b. in B.S., within such country or jurisdiction, for Liability Other Insurance, of SECTION IV — BUSI- Coverage for any covered "auto" that you NESS AUTO CONDITIONS: lease, hire, rent or borrow without a driver for b. For Hired Auto Physical Damage Cover- a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from age, the following are deemed to be cov- "autos" any of your "employees ", partners (if you are ered you own: a partnership), members (if you are a limited (1) Any covered "auto" you lease, hire, liability company) or members of their house - rent or borrow; and holds, (2) Any covered "auto" hired or rented by (a) With respect to any claim made or "suit" your "employee" under a contract in brought outside the United States of that individual "employee's" name, America, the territories and possessions with your permission, while perform- of the United States of America, Puerto ing duties related to the conduct of Rico and Canada: your business. (i) You must arrange to defend the "in- However, any "auto" that is leased, hired, sured" against, and investigate or set- rented or borrowed with a driver is not a tle any such claim or "suit" and keep covered "auto ". us advised of all proceedings and ac- D. EMPLOYEES AS INSURED lions. The following is added to Paragraph A.1., Who is (ii) Neither you nor any other involved An Insured, of SECTION II — LIABILITY COV- "insured" will make any settlement ERAGE: without our consent. Any "employee" of yours is an "insured" while us- (iii) We may, at our discretion, participate ing a covered "autd' you don't own, hire or borrow in defending the "insured" against, or in your business or your personal affairs. in the settlement of, any claim or E. SUPPLEMENTARY PAYMENTS — INCREASED "suit'. LIMITS (lv) We will reimburse the "insured" for sums that the "insured" legally must 1. The following replaces Paragraph A.2.a.(2), pay as damages because of "bodily of SECTION 11— LIABILITY COVERAGE: Injury" or "property damage" to which (2) Up to $3,000 for cost of bail bonds (in- this insurance applies, that the "in- cluding bonds for related traffic law viola- sured" pays with our consent, but tions) required because of an "accident' only up to the limit described in Para - we cover. We do not have to furnish graph C., Limit Of Insurance, of SEC- these bonds. 2. The following replaces Paragraph A.2.a.(4), TION II — LIABILITY COVERAGE. (v) We will reimburse the "insured" for of SECTION 11— LIABILITY COVERAGE: the reasonable expenses incurred (4) All reasonable expenses incurred by the with our consent for your Investiga- "insured" at our request, including actual lion of such claims and your defense loss of earnings up to $500 a day be- of the "insured" against any such "suit", but only up to and included cause of time off from work. within the limit described in Para- F. HIRED AUTO — LIMITED WORLDWIDE COV- graph C., Limit Of insurance, of ERAGE— INDEMNITY BASIS SECTION 11 — LIABILITY COVER - The following replaces Subparagraph (5) in Para- AGE, and not in addition to such limit. graph B.7., Policy Period, Coverage Territory, Our duty to make such payments of SECTION IV — BUSINESS AUTO CONDI- ends when we have used up the ap- TIONS: plicable limit of insurance in pay - (S) Anywhere in the world, except any country or ments for damages, settlements or jurisdiction while any trade sanction, em- defense expenses. bargo, or similar regulation imposed by the (b) This Insurance is excess over any valid United States of America applies to and pro- and collectible other insurance available hibits the transaction of business with or Page 2 of 4 0 2010 The Travelers Indemnity Company CA T3 53 0212 Includes copyrighted material of Insurance Services Office, Inc. with b permission. Road Construction Northwest Inc dba RCNW BA8B33735014CNS COMMERCIAL AUTO to the "insured" whether rima , excess P ry J. PERSONAL EFFECTS contingent or on any other basis. (c) This insurance is not a substitute for re- The following is added to Paragraph A.4., Cover - age Extensions, of SECTION III — PHYSICAL quired or compulsory insurance in any DAMAGE COVERAGE: country outside the United States, its ter- Personal Effects ritories and possessions, Puerto Rico and We will pay up to $400 for "loss" to wearing ap- Canada. parel and other personal effects which are: You agree to maintain all required or compulsory insurance in any such coun- (1) Owned by an "insured "; and try up to the minimum limits required by (2) In or on your covered "auto ". local law. Your failure to comply with This coverage applies only in the event of a total compulsory insurance requirements will theft of your covered "auto ". not invalidate the coverage afforded by this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage. had you complied with the compulsory in- K. AIRBAGS surance requirements. The following is added to Paragraph B.3., Exciu- (d) It is understood that we are not an admit sions, of SECTION III — PHYSICAL DAMAGE ted or authorized insurer outside the COVERAGE: United States of America, its territories Exclusion 3.a. does not apply to "loss" to one or and possessions, Puerto Rico and Can- more airbags in a covered "auto" you own that in- ada. We assume no responsibility for the flate due to a cause other than a cause of "loss" furnishing of certificates of insurance, or set forth in Paragraphs A.1.b. and A.1.c., but for compliance in any way with the laws only: of other countries relating to insurance. - - G. WAIVER OF DEDUCTIBLE GLASS a. if that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; The following is added to Paragraph D., De- b. The alrbags are not covered under any war - ductible, of SECTION III — PHYSICAL DAMAGE ranty; and COVERAGE: c. The airbags were not intentionally inflated. No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than We will pay up to a maximum of $1,000 for any replaced. one "loss ". H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF L. NOTICE AND KNOWLEDGE OF ACCIDENT OR USE — INCREASED LIMIT The following the last sentence of Para- LOSS The following is added to Paragraph A.2.a., of replaces graph A.4.b., Loss Of Use Expenses, of SEC- SECTION IV — BUSINESS AUTO CONDITIONS: TION III — PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- However, the most we will pay for any expenses five prompt notice of the "accident" or "loss" ap- when the "accident" or "loss" is known for loss of use is $65 per day, to a maximum of plies only $750 for any one "accident". to: 1. PHYSICAL DAMAGE — TRANSPORTATION (a) You (if you are an individual); EXPENSES — INCREASED LIMIT (b) A partner (€f you are a partnership); The following replaces the first sentence In Para- (c) A member (if you are a limited liability com- graph A.4.a., Transportation Expenses, of pany); SECTION III — PHYSICAL DAMAGE COVERA- (d) An executive officer, director or insurance GE: manager (if you are a corporation or other or- We will pay up to $50 per day to a maximum of ganization); or $1,500 for temporary transportation expense in- (e) Any "employee!' authorized by you to give na curred by you because of the total theft of a cov- lice of the "accident" or "loss". ered "auto" of the private passenger type. CA T3 53 0212 0 2010 The Travelers Indemnity Company Page 3 of 4 Includes copyrighted material or Insurance Services Office, Inc. with its permission. t 1 s Road Construction Northwest Inc dba RCNW BA8B33735014CNS COMMERCIAL AUTO M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS: 5. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss ', provided that the "accident!' or "loss" arises out of operations contemplated by Page 4 of 4 such contract. The waiver applies only to the person or organization designated in such contract. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV — BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non - renewal. m 2010 The Travelers Indemnity Company CA T3 53 0212 Includes copyrighted material of Insurance Services Office. Inc. with its permission. I I I UMBRELLA POLICY NUMBER: DTSMCUP8B337350TIL ISSUE DATE: - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY (UMBRELLA) INSURANCE SCHEDULE Name of Person(s) or Organization(s): City of Federal Way 33325 8th Ave South Federal Way, WA 98003 We waive any rights of recovery we may have against any person(s) or organization(s) shown in the Sched- ule above because of payments we make for "bodily injury", "property damage ", "personal injury" or "adver- tising injury" arising out of: a. Premises owned by you, temporarily occupied by you with permission of the owner, or leased or rented to you; b. Ongoing operations performed by you, or on your behalf, under a contract or agreement with that person or organization; IUM 04 69 04 08 c. "Your work" or "your products" within the "prod- ucts- completed operations hazard "; or d. The "auto hazard ". We waive these rights only where you have agreed to do so as part of a written contract or agreement en- tered into by you before, and in effect when, the "bod- ily injury" or "property damage" occurs, or the "per- sonal injury" offense or "advertising injury" offense is committed. The waiver applies only to the person(s) or organiza- tions) shown in the Schedule above. ® 2008 The Travelers Companies, Inc. Page i of i I This page has been left blank intentionally. I t I I I 1 I I EXHIBrT E Bond No. S416988 CITY OF FEDERAL WAY PERFORMANCE/ PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Road Construction Northwest, Inc. , ( "Principal') and Employers ers� Mutual Casualty Company the undersigned corporation organized and existing under the laws of the State of Iowa and legally doing business in the State of Washington as a surety ( "Surety's, are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ( "City's in the penal sum of One hundred_ sixes five thousand, six hundred twenty five Dollars and no /100 ($ 165 625.00 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered` into an Agreement with the City dated _ (,L 2014 for Lakota Middle t' ftpWC $W $:ido Ak Connection Pr NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property reason of any carelessness or negligence on the part of the l Principal, or any subcontractor in the performance of said work, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby i waive notice of any change, extension' of time, alterations or additions to the terms of the Agreement or to the Work. i The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted, on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation' in accordance with j City of Federal Way RFB # 14 -108 Lakota Middle School - Page 52 2014 I 13'h Avenue SW Sidewalk Connection Project RFB ver. 1 -08 I the mediation procedures of United States Arbitration and Mediation ( "USA&M'). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA &M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not,interplead prior to completion of the mediation. DATED this ?9th day of May 20 14 CORPORATE SEAL OF PRINCIPAL; PRINCIPAL Road4on t►uction Northwest, Inc. t Its; (Title) PO Box 188 Renton WA 98057 (Address) (425) 254 -9999 (Phone) CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal, was _ MffipeiT of the said bbiporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body; q / S ssis ec ry CORPORATE SEAL OF SURETY: `w C/ c01. � A; ''r�!l1111N���e1 City of Federal Way Lakota Middle School - Page 53 13'° Avenue SW Sidewalk Connection Project RFB ver. 1-08 SURETY Em oyg utujp,Casualltty' Company By. Attorney - in-Fact / (_11 (Attach' Power of Attorney) Christopher Kinvon (Name of Person Executing Bond) PO Box 3199 -- Greenwood Village, CO 80155 -3199 (Address) (720) 200 - 3700 (Phone) RFB # 14-108 2014 APPROVED AS TO FORM: Amy ]o Pearsall, Interim City Attorney -City of Federal Way RFB # 14 -108 Lakota Middle School - Page 54 2014 13`h Avenue SW Sidewalk Connection Project' RFB ver. 1 -08 /EMC P.O. Box 712 • Des Moines, IA 50306 -0712 NO. A82472 INSURANCE CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies ", each does, by these presents, make, constitute and appoint: KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER its true and lawful aftorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked AUTHORITY FOR POWER OF ATTORNEY This Power -of- Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attomey -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of- attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of- attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 21st day of APRIL 2014 Seals iW PS�O; NSUgq�, G�GOMPq �'., ,;�P;Y BI C,ys, Bruce G. Kelley, hairman Michael Freel ' V;` pP �'ni ; `DaP �Rgj; �'� pQ; 40RPoRgp'. 7 of Companies 2, 3, 4, 5 & 6; President Assistant Vice President a of Company 1; Vice Chairman and SEAL y = 1863 1953 =-: CEO of Company 7 '�. sown P Y • >w IOWA * O�Nn • a0' * ,IOWA O\NSURANCF�'., P\NSURAiyC '', 5N`J"UAt C'', I P 9s, `P "PORgr, °PPOR,ST', . w : SEAL ' Z = 0 - SEAL SEAL O . *,IOWA,* /•�ORTH'DAKOSP•� ,CSMOINES.` �MUTUA(�� UTUq Al,, KATHY LYNN LOVERIDGE z at Commission Number 780769 o My Commission Expires October 10, 2016 On this 21st day of APRIL AD 2014 before me a Notary Public in and forthe State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. S' CERTIFICATE NotaVPublic ih and for the State of Iowa I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power ofAttomey issued pursuant thereto on APRIL 21, 2014 on behalf of KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed m�y name and affixed the facsimile seal of p each Company this _? ? day of /" IG y mod_. O` Vice President 1 1 n l� 1i EXHIBIT F TITLE VI ASSURANCES During the performance of this contract, the contractor /consultant, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor') agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non - discrimination in federally assisted programs of United States Department of Transportation ( USDOT), Title 49, Code of Federal Regulations, part 26, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non - discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub - contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub - contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub - contract, including procurement of materials or leases of equipment, each potential sub - contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non - discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non - compliance In the event of the contractor's non - compliance with the non - discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and /or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federal Way Lakota Middle School - Page 55 13th Avenue SW Sidewalk Connection Project RFB ver. 1 -08 RFB # 14 -108 2014 6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub - contractor or procurement as the contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non - compliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a sub- contractor or supplier as a result of such direction, the contractor may request WSDOT enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 56 2014 13`' Avenue SW Sidewalk Connection Project RFB ver. 1 -08 AMENDMENTS TO THE STANDARD SPECIFICATIONS 1 l� I � I 1 � I � I 1 INTRO.AP1 2 INTRODUCTION 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 The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date -of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1- 01.AP1 Section 1 -01, Definition and Terms August 5, 2013 1- 01.2(2) Items of Work and Units of Measurement The following abbreviation in this section is deleted: ATB Asphalt Treated Base 1 -01.3 Definitions The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: 1. The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: I. From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or 2. From the end pier expansion joint for bridges with end pier expansion joints. City of Federal Way RFB # 14108 Lakota Middle School Sidewalk Page 1 2014 RFB ver. 1 -08 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 Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. 1- 02.AP1 Section 1-02, Bid Procedures and Conditions January 2, 2012 1- 02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. 1- 03.AP1 Section 1 -03, Award and Execution of Contract April 2, 2012 1- 03.1(1) Tied Bids This section's title is revised to read: 1- 03.1(1) Identical Bid Totals 1- 05.AP1 Section 1-05, Control of Work August 6, 2012 1- 05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traffic Control Supervisor. 1- 06.AP1 Section 1 -06, Control of Material August 5, 2013 1- 06.1(3) Aggregate Source Approval (ASA) Database The last paragraph is revised to read the following two new paragraphs: City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 2 RFB # 14 -108 2014 � I City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 3 RFB # 14-108 2014 1 2 Aggregate materials that are not approved for use in the ASA database may be sampled 3 and tested by the Agency, for a specified use on a project, from the source or from a 4 processed stockpile of the material and all cost for the sampling and testing will be 5 deducted from the Contract. 6 7 The Contractor agrees to authorize the Project Engineer to deduct the sampling and 8 testing costs from any money due or coming due to the Contractor. 9 10 1- 06.1(4) Fabrication Inspection Expense 11 The first paragraph is revised to read: 12 13 In the event the Contractor elects to have items fabricated beyond 300 miles from 14 Seattle, Washington, the Contracting Agency will deduct from payment due the 15 16 Contractor costs to perform fabrication inspection on the following items: 17 0 Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and 18 Spherical) 19 Cantilever Sign Structures and Sign Bridges 20 Epoxy- Coated Reinforcing Steel 21 0 Metal Bridge Railing and Handrail 22 & Modular Expansion Joints 23 0 Painted Piling and Casing 24 0 Painted and Powder - Coated Luminaire and Signal Poles 25 0 Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers 26 0 Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and 27 Sanitary Sewer Pipe 28 0 Precast Concrete Three Sided Structures 29 Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults,, Utility Vaults, and 30 Box Culverts 31 32 0 Precast Concrete Traffic Barrier 0 Precast Concrete Marine Pier Deck Panels 33 0 Precast Concrete Floor Panels 34 e Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem 35 Panels 36 0 Precast Concrete Retaining Walls, including Lagging. Panels 37 0 Prestressed Concrete Girders and Precast Bridge Components 38 0 Prestressed Concrete Piles 39 0 Seismic Retrofit Earthquake Restrainers 40 Soldier Piles 41 Steel Bridges and Steel Bridge Components 42 0 Steel Column Jackets 43 0 Structural Steel for Ferry Terminals, including items such as Dolphins, 44 45 Wingwalls, and Transfer Spans Treated Timber and Lumber 6 -inch by 6 -inch or larger 46 0 Timber 47 0 Additional items as may be determined by the Engineer 48 49 The footnote below the table is revised to read: 50 51 An inspection day includes any calendar day or portion of a calendar day spent by 52 one inspector inspecting, on standby, or traveling to and from a place of fabrication. � I City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 3 RFB # 14-108 2014 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place. 1- 07.AP1 Section 1 -07, Legal Relations and Responsibilities to the Public April 1, 2013 1 -07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. 1- 07.9(2) Posting Notices This section is revised to read: Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shall ensure the following are posted: 1. EEOC - P /E -1 (revised 11/09) - Equal Employment Opportunity is THE LAW published by US Department of Labor. Post for projects with federal -aid funding 2. FHWA -1022 (revised 11/11) - NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding 3 WH 1321 (revised 04/09) - Employee Rights under the Davis -Bacon Act published by US Department of Labor. Post for projects with federal -aid +� funding 4. WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act published by US Department of Labor. Post on all projects 5. WHD -1420 (revised 01/09) - Employee Rights and Responsibilities under The Family and Medical Leave Act published by US Department Of Labor. Post on all projects 6. WHD -1462 (revised 01/12) —Employee Polygraph Protection Act published by US Department of Labor. Post on all projects 7. F416 -081 -909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242- 191 -909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries. Post on all projects City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 4 RFB # 14 -108 2014 u ii 1 9. F700- 074 -909 (revised 12/12) - Your Rights as a Worker in Washington State 2 by Washington State Department of Labor and Industries (L &I). Post on all 3 projects 4 5 10. EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington 6 State Employee Security Department. Post on all projects 7 8 11. Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" 9 for the Contractor, each Subcontractor, each lower tier subcontractor, and any 10 other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions 11 of RCW 39.12 because of the definition of "Contractor in WAC 296- 127 -010 12 13 12. Post one copy of the prevailing wage rates for the project 14 15 1- 07.9(5) Required Documents 16 Item number 2. in the first paragraph is revised to read: 17 18 2. A copy of an approved "Affidavit of Prevailing Wages Paid ", State L &I's form 19 number F700- 007 -000. The Contracting Agency will not grant Completion until all 20 approved Affidavit of Wages paid for Contractor and all Subcontractors have been 21 received by the Project Engineer. The Contracting Agency will not release to the 22 Contractor any funds retained under RCW 60.28.011 until all of the "Affidavit of 23 Prevailing Wages Paid" forms have been approved by State L &I and a copy of all 24 the approved forms have been submitted to the Engineer. 25 26 1 -07.14 Responsibility for Damage 27 The fifth paragraph is revised to read: 28 29 Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent 30 negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the 31 Contractor or the Contractor's agent or employees, the indemnity provisions provided in 32 the preceding paragraphs of this Section shall be valid and enforceable only to the 33 extent of the Contractor's negligence or the negligence of its agents and employees. 34 35 1 -07.15 Temporary Water Pollution /Erosion Control 36 The third paragraph is deleted. 37 38 1- 08.AP1 39 Section 1 -08, Prosecution and Progress 40 April 1, 2013 41 1 -08.1 Subcontracting 42 In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". 43 44 1- 08.3(1) General Requirements 45 The following new paragraph is inserted after the first paragraph: 46 47 Total float belongs to the project and shall not be for the exclusive benefit of any party. 48 49 1-08.5 Time for Completion 50 The last paragraph in this section is supplemented with the following: City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 5 RFB # 14-108 2014 1 2 e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and 3 all Subcontractors 4 5 1 -08.7 Maintenance During Suspension 6 The second paragraph is revised to read: 7 8 At no expense to the Contracting Agency, the Contractor shall provide through the 9 construction area safe, smooth, and unobstructed roadways and pedestrian access 10 routes for public use during the suspension (as required in Section 1 -07.23 or the 11 Special Provisions.) This may include a temporary road, alternative pedestrian access 12 route or detour. 13 14 1- 09.AP1 15 Section 1 -09, Measurement and Payment 16 April 1, 2013 17 1 -09.1 Measurement of Quantities 18 The following new sentence is inserted after the sentence " "Ton ":2,000 pounds of 19 avoirdupois weight ": 20 21 Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work 22 shall have no specific unit of measurement requirement. 23 24 1- 09.2(5) Measurement 25 The second sentence in the first paragraph is revised to read: 26 27 The frequency of verification checks will be such that at least one test weekly is 28 performed for each scale used in weighing contract items of Work. 29 30 1 -09.6 Force Account 31 In item No. 3. For Equipment, the last sentence in the third sub - paragraph is revised to 32 read: 33 34 In the event that prior quotations are not obtained and the vendor is a firm independent 35 from the Contractor or Subcontractor, then after- the -fact quotations may be obtained by 36 the Engineer from the open market in the vicinity and the lowest such quotation may be 37 used in place of submitted invoice. 38 39 3- 01.AP3 40 Section 3 -01, Production From Quarry and Pit Sites 41 August 5, 2013 42 3 -01.1 Description 43 In the first paragraph, "asphalt treated base" is deleted. 44 City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 6 RFB # 14 -108 2014 t 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3- 04.AP3 Section 3 -04, Acceptance of Aggregate August 5, 2013 3- 04.3(7)D4 An Entire Lot The last sentence is deleted. 3- 04.3(8) Price Adjustments for Quality of Aggregate The calculation in the first paragraph is revised to read: Aggregate Compliance Price Adjustment = (Composite Pay Factor —1.00) (quantity of material) (unit bid price or Contingent Unit Price as shown in Table 1, whichever is higher.) 3 -04.5 Payment In the second paragraph, the reference "Section 3- 04.3(6)C " is revised to read "Section 3- 04.3(8)" In Table 1, the top two rows are revised to read the following three new rows: 9 -03.1 Concrete Aggregate (except pavement) 2000 1000 $15.W 1 $30.0 9 -03.1 Concrete Aggregate (pavement) 4000 2000 $15. $30. 9-03.4(2) Crushed Screenin 1000 1500 $20.00 1 $40.00 In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9-03.14(4) Gravel Borrow for Structural Earth Walls 14000 12000 1 $30 1 $60 The footnotes below the Table 1 are revised to read: 1. Based on 1000 CY of Concrete. 2 Price adjustment only applies to the actual quantity of aggregate used in the concrete. 3 Contingent unit price per S.Y. is $0.30. In Table 2, the first row is revised to read: 9 -03.1 Concrete Aggregate (all concrete aggregate - including 2 2 2 10 20 pavement) I— In Table 2, the row containing the item "Gravel Backfill for Foundations Class A" is revised to read: 9- 03.12(1)A Gravel Backfill for Foundations Class A3 In Table 2, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 7 2014 . RFB ver. 1 -08 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 9- 03.14(4) Gravel Borrow for 1 2 2 5 5 5 10 Other Structural Earth Walls Item 1 in the footnotes below Table 2 is revised to read: For Aggregate, the nominal maximum size sieve is the largest standard sieve opening listed in the applicable specification upon which more than 1- percent of the material by weight is permitted to be retained. For concrete aggregate, the nominal maximum size sieve is the smallest standard sieve opening through which the entire amount of aggregate is permitted to pass. The footnotes below the Table 2 are supplemented with the following: 3 Use the price adjustment factors for the material that is actually used. 4 Resistivity 10, pH 10, Chlorides 5, and Sulfates 5. 4- 06.AP4 Section 4-06, Asphalt Treated Base August 5, 2013 This section including title is deleted in its entirety and replaced with the following: Vacant 5- 01.AP5 Section 5 -01, Cement Concrete Pavement Rehabilitation August 5, 2013 5- 01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000 -psi. The last two sentences in the third paragraph are deleted. 5- 01.3(4) Replace Portland Cement Concrete Panel This section is supplemented with the following: Replacement panels that crack shall be repaired as specified in Section 5- 05.3(22) at no cost to the Contracting Agency. Epoxy- coated dowel bars meeting the requirements of Section 9- 07.5(1) may be substituted for the corrosion resistant dowel bars specified. 5- 01.3(6) Dowel Bar Retrofit The second sentence in the ninth paragraph is revised to read: The foam insert shall fit tightly around the dowel and to the bottom and edges of the slot and extend to the top of the existing pavement surface. 5- 01.3(11) Concrete Slurry This section including title is revised to read: City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 8 RFB # 14-108 2014 1 2 5- 01.3(11) Concrete Slurry and Grinding Residue 3 All concrete slung and grinding residue shall be removed from the pavement surface on 4 a continual basis immediately behind the grinding or cutting operations. Slurry shall not 5 be allowed to drain into an area open to traffic, off of the paved surface or into any 6 drainage structure. 7 8 The Contractor shall collect the concrete slurry and grinding residue from the pavement 9 surface and dispose of it in accordance with Section 2- 03.3(7)C. 10 11 Opening to traffic shall meet the requirements of Section 5- 05.3(17). 12 13 5- 02.AP5 14 Section 5 -02, Bituminous Surface Treatment 15 August 5, 2013 "Asphalt "Emulsified ". 16 In this section, Emulsion" is revised to read Asphalt 17 18 5- 02.1(1) New Construction 19 This section is revised to read: 20 21 This method of treatment requires two applications of emulsified asphalt and three 22 applications of aggregate. The first application of emulsified asphalt is applied to an 23 untreated Roadway that is followed with an application of aggregate. The second 24 application of emulsified asphalt is followed with two additional applications of 25 aggregate. 26 27 5- 02.1(2) Seal Coats 28 This section is revised to read: 29 30 31 This method requires the placing of one application of emulsified asphalt and one or more sizes of aggregate as specified to an existing pavement to seal and rejuvenate the 32 surface and to produce a uniform Roadway surface with acceptable nonskid 33 34 characteristics. 35 5 -02.2 Materials 36 The following new paragraph is inserted after the second paragraph: 37 38 Each source of aggregate for bituminous surface treatment shall be evaluated 39 separately for acceptance in accordance with Section 3 -04. 40 41 The second and fourth paragraphs (after implementing the preceding Amendment) are 42 deleted. 43 44 5- 02.3(1) Equipment 45 The second sentence in the second paragraph is revised to read: 47 A temperature measuring device shall be capable of reporting the temperature of 48 emulsified asphalt in the tank. 49 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 9 2014 RFB ver. 1 -08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5- 02.3(2)A New Construction The fourth and fifth paragraphs are revised to read: Immediately before the first application of emulsified asphalt, the Roadway surface shall be in the following condition: firm and unyielding, damp, free from irregularities and material segregation, and true to line, grade, and cross - section. No traffic will be allowed on the prepared surface until the first application of emulsified asphalt and aggregate has been completed. 5- 02.3(3) Application of Asphalt and Aggregate The table "Application Rate" is revised to read: The table "Pavement Sealing" is deleted. City of Federal Way Lakota Middle School Sidewalk Page 10 RFB ver. 1 -08 RFB # 14 -108 ,2014 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 11 2014 RFB ver. 1 -08 1• 2 The second paragraph is revised to read: 3 4 The Project Engineer will determine the application rates. The second application of 5 emulsified asphalt shall be applied the next day, or as approved by the Project Engineer. 6 7 The second to last paragraph is revised to read: 8 9 10 Before application of the fog seal, all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal emulsified asphalt shall be 11 CSS -1 or CSS -1 h diluted with water at a rate of one part water to one part emulsified 12 asphalt unless otherwise approved by the Project Engineer. The fog seal shall be 13 uniformly applied to the pavement at a diluted rate of 0.10 — 0.18 gattsy. The finished 14 application shall be free of streaks and bare spots. 15 16 5- 02.3(5) Application of Aggregates 17 The sixth paragraph is revised to read: 18 19 The Contractor shall apply choke stone to the Roadway with additional spreading 20 equipment immediately following the .initial rolling of the coarse aggregate unless 21 otherwise specified in the Contract documents or specified by the Project Engineer. 22 Excess aggregate shall be removed from the Roadway. A minimum of one pass with a 23 pneumatic roller shall be made across the entire width of the applied choke stone. 24 . 25 5- 02.3(7) Patching and Correction of Defects 26 The last sentence in the last paragraph is revised to read: 27 28 29 The CSS -1 or CSS -1 h emulsified asphalt may be diluted with water at a rate of one part water to one part emulsified asphalt unless otherwise specified by the Project Engineer. 30 31 5 -02.5 Payment 32 The first sentence in the second paragraph is revised to read: 33 34 The unit Contract price per mile for "Processing and Finishing" shall be full pay for all 35 cost to perform the specified work including, blading, scarifying, processing, leveling, 36 finishing, and the manipulation of aggregates as required 37 38 The third paragraph is revised to read 39 40 "Emulsified Asphalt ( ) ", per ton. 41 42 The fourth paragraph is revised to read: 43 44 The unit Contract price per ton for "Emulsified Asphalt (_____Y" shall be full pay for all 45 costs to perform the specified Work including furnishing, heating, hauling, and spreading 46 the emulsified asphalt on the Roadway. 47 48 The sixth paragraph is revised to read: 49 50 The unit Contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs to 51 perform the specified Work for the fog seal. 52 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 11 2014 RFB ver. 1 -08 21 5 -04.2 Materials 1 The eighth paragraph is revised to read: 2 3 The unit Contract price per cubic yard for "Aggregate from Stockpile for BST" shall be 4 full pay for all costs to perform the specified Work including loading, transporting, and 5 placing the material in the finished Work. 6 7 The eleventh paragraph is revised to read: 8 binder from different sources is not permitted. 9 The unit Contract price per cubic yard or per ton for "Furnishing and Placing Crushed 10 () shall be full pay for costs to perform the specified Work including furnishing, 11 transporting, and placing the material in the finished Work. 12 13 The thirteenth paragraph is revised to read: 14 anti - stripping additive is compatible with the crude source and formulation of asphalt 15 The unit Contract price per hour for "Additional Brooming" shall be full pay for all costs 16 to perform the specified Work including rebrooming the Roadway. 17 5- 04.3(7)A3 Commercial Evaluation 18 5- 04.AP5 19 Section 5-04, Hot Mix Asphalt 20 April 1, 2013 21 5 -04.2 Materials 22 The following material reference is deleted from this section: 23 24 Blending Sand 9- 03.8(4) 25 26 The fourth paragraph is revised to read: 27 28 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt 29 binder from different sources is not permitted. 30 31 5- 04.3(7)A1 General 32 This section is supplemented with the following: 33 34 The Contractor shall include the brand and type of anti - stripping additive in the mix 35 design submittal and provide certification from the asphalt binder manufacture that the 36 anti - stripping additive is compatible with the crude source and formulation of asphalt 37 binder proposed in mix design. 38 39 5- 04.3(7)A3 Commercial Evaluation 40 The second sentence in the second paragraph is deleted. 41 42 5- 04.3(10)B3 Longitudinal Joint Density 43 The section including title is revised to read: 44 45 5- 04.3(10)63 Vacant 46 47 5- 04.3(11)D General 48 The last sentence in the first paragraph is deleted. 49 .. City of Federal Way Lakota Middle School Sidewalk Page 12 RFB ver. 1 -08 RFB # 14 -108 2014 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 5- 04.3(12)A Transverse Joints In the second paragraph "planning" is revised to read "planing ". 5- 04.3(20) Anti - Stripping Additive This section is revised to read: Anti - stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti - stripping additive shall be added in the amount designated in the WSDOT mix design /anti -strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti -strip to be added; paving shall not begin , before the anti -strip requirements have been provided to the Contractor. 5 -04.4 Measurement The first sentence in the first paragraph is revised to read: HMA Cl. PG _, HMA for Cl. _ PG _, and Commercial HMA will 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 mixture. The last paragraph is deleted. 5 -04.5 Payment The bid item "Longitudinal Joint Density Price Adjustment", by calculation and paragraph following bid item are deleted. 5- 05.AP5 Section 5 -05, Cement Concrete Pavement August 5, 2013 5- 05.3(1) Concrete Mix Design for Paving The title in the table titled "Portland Cement Concrete Batch Volumes" is revised to read: Portland Cement Concrete Batch Weights, per cubic yard of Concrete 5- 05.3(6) Subgrade The last paragraph in this section is deleted. 6- 02.AP6 Section 6 -02, Concrete Structures January 7, 2013 6- 02.3(2) Proportioning Materials The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: *** *145 City of Federal Way Lakota Middle School Sidewalk Page 13 RFB ver. 1 -08 RFB # 14-108 2014 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 The following new note is inserted after the note " * ** No maximum specified" in the table titled "Cementitious Requirement for Concrete ": *** *Maximum of 200 pounds The paragraph following the table "Cementitious Requirements for Concrete" is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total Cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6- 02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6- 02.3(5)C shall apply. 6- 02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6- 02.3(2) and have a maximum water /cement ratio of 2. 6- 02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read : Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association ( NRMCA). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be valid for a 2 -year period from the date of certificate. The following documentation shall be submitted to the Project Engineer; a copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) ( WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 6- 02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Control The last sentence in the second paragraph is revised to read: Sampling shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected in accordance with WSDOT TM 716. 6- 02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: City of Federal Way Lakota Middle School Sidewalk Page 14 RFB ver. 1 -08 RFB # 14 -108 2014 L 1 �1 F1 n � I � I � I LE � I I I 1 2 The Contractor shall submit the pigmented sealer manufacturer's written instructions 3 covering, at a minimum, the following: 4 5 1. Surface preparation 6 7 2. Application methods 8 9 3. Requirements for concrete curing prior to sealer application 10 11 4. Temperature, humidity and precipitation limitations for application 12 13 5. Rate of application and number of coats to apply 14 15 The Contractor shall not begin applying pigmented sealer to the surfaces specified to 16 receive the sealer until receiving the Engineer's approval of the submittal. 17 18 All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 19 surface finish (except that concrete barrier surfaces shall be finished in accordance with 20 Section 6- 02.3(11)A). The Contractor shall not apply pigmented sealer from are batch 21 greater than 12 months past the initial date of color sample approval of that batch by the 22 Engineer. 23 24 The pigmented sealer color or colors for specific concrete surfaces shall be as specified 25 in the Special Provisions. 26 27 The final appearance shall be even and uniform without blotchiness, streaking or 28 uneven color. Surface finishes deemed unacceptable by the Engineer shall be re- 29 coated in accordance with the manufacturer's recommendations at no additional 30 expense to the Contracting Agency. 31 32 For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete 33 fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot 34 below the finish ground line, unless otherwise shown in the Plans. 35 36 6- 02.3(16) Plans for Falsework and Formwork 37 Item No. 4 in the seventh paragraph is revised to read: 38 39 4. Conditions required by other Sections of 6- 02.3(17), Falsework and Formwork. 40 41 Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. 42 43 The following paragraph is inserted after the seventh paragraph: 44 45 Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high 46 (excluding pedestal height) provided: 47 48 1. Concrete placement rate is 4 feet per hour or less. 49 50 2. Facing is 3/ -inch plywood with grades as specified per Section 6- 02.3(17)1. 51 52 3. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 15 2014 RFB ver. 1 -08 1 2 4. Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 3 4's spaced at 24 inches. 4 5 6- 02.3(17)F Bracing 6 In the first paragraph, the phrase "per Section 6- 02.3(17)1" is revised to read "in accordance 7 with Section 6- 02.3(17)1 ". 8 9 This section is supplemented with the following new sub - section: 10 11 6- 02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge 12 13 Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation 14 or torsion in the girders caused by the placing of precast concrete deck panels and 15 concrete for the bridge deck. 16 17 Bracing shall be designed and detailed by the Contractor and shall be shown in the 18 falsework/formwork plans submitted to the Engineer for approval. These braces shall be 19 furnished, installed, and removed by the Contractor at no additional cost to the 20 Contracting Agency. The Contractor may consider the bracing effects of the diaphragms 21 in developing the falsework/formwork plans. The Contractor shall account for the added 22 load from concrete finishing machines and other construction loadings in the design of 23 the bracing. 24 25 Falsework support brackets and braces shall not be welded to structural steel bridge 26 members or to steel reinforcing bars. 27 28 6- 02.3(17)F4 Temporary Bracing for Bridge Girders 29 This section including title is revised to read: 30 31 32 6- 02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6- 03.3(7)A. 33 34 Prestressed concrete girders shall be braced sequentially during girder erection. The 35 bracing shall be designed and detailed by the Contractor and shall be shown in the 36 falsework/formwork plans submitted to the Engineer for approval. The Contractor shall 37 furnish, install, and remove the bracing at no additional cost to the Contracting Agency. 38 39 At a minimum, the Contractor shall brace girders at each end and at midspan to prevent 40 lateral movement or rotation. This bracing shall be placed prior to the release of each 41 girder from the erection equipment. If the bridge is constructed with cast -in -place 42 concrete diaphragms, the bracing may be . removed once the concrete in the 43 diaphragms has been placed and cured for a minimum of 24 hours. 44 45 6- 02.3(17)H Formwork Accessories 46 The first paragraph is deleted and replaced with the following two new paragraphs: 47 48 Formwork accessories such as form ties, form anchors, form hangers, anchoring 49 inserts, and similar hardware shall be specifically identified in the formwork plans 50 including the name and size of the hardware, manufacturer, safe working load, and 51 factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, 52 and similar hardware. Wire form ties shall not be used. Welding or clamping formwork City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 16 2014 RFB ver. 1 -08 0 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 17 2014 RFB ver. 1 -08 I accessories to Contract Plan reinforcing steel will not be allowed. Driven types of 2 anchorages for fastening forms or form supports to concrete, and Contractor fabricated 3 "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. 4 5 Taper ties may be used provided the following conditions are met: 6 7 1. The structure is not designed to resist water pressure (pontoons, floating 8 dolphins, detention vaults, etc.) 9 10 2. After the taper tie is removed, plugs designed and intended for plugging taper 11 tie holes shall be installed at each face of concrete. The plug shall be installed 12 13 a minimum of 1 %" clear from the face of concrete. 14 3. After the plug is installed, the hole shall be cleaned of all grease, 15 contamination and foreign matter. 16 17 4. Holes on the exposed faces of concrete shall be patched and finished to match 18 the surrounding concrete. 19 20 6- 02.3(25)N Prestressed Concrete Girder Erection 21 The third sentence in the fifth paragraph is revised to read: 22 23 The girders shall be braced in accordance with Sections 6- 02.3(17)F4 and 6- 24 02.3(17)F5. 25 26 6- 02.3(26)E5 Leak Tightness Testing 27 The first sentence in the first paragraph is revised to read: 28 29 The Contractor shall test each completed duct assembly for leak tightness after placing 30 concrete. but prior to placing post tensioning reinforcement. 31 32 The second paragraph is revised to read: 33 34 Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and 35 drains shall either be capped or have their shut -off valves closed. The Contractor shall 36 pressurize the completed duct assembly to an initial air pressure of 50 psi. This 37 pressure shall be held for five minutes to allow for internal adjustments within the 38 assembly. After five minutes, the air supply valve shall be closed. The Contractor shall 39 monitor and measure the pressure maintained within the closed assembly, and any 40 subsequent loss of pressure, over a period of one minute following the closure of the air • 41 supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 42 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater 43 than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, ' 44 45 locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of 46 testing, repair and retesting of each completed duct assembly shall continue until the 47 completed duct assembly completes a test with pressure loss within the specified 48 amount. 49 0 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 17 2014 RFB ver. 1 -08 1 6- 03.AP6 2 Section 6 -03, Steel Structures 3 August 5, 2013 4 6- 03.3(7)A Erection Methods 5 The following new paragraph is inserted after the second paragraph: 6 7 The Contractor may submit for approval the use of an engineered and fabricated lifting 8 bracket bolted to the girder top flanges providing the following requirements are 9 satisfied: 10 11 1. The lifting bracket shall be engineered and supporting calculations shall be 12 submitted with the erection plan; 13 14 15 2. The calculations shall include critical stresses in the girder including locale stresses in the flanges at lifting bracket locations; 16 17 3. The calculations shall include computation of the lifting bracket and associated 18 bolt hole locations and the expected orientation of the girder during picking 19 operation; 20 21 4. The lifting bracket shall be load tested and certified for a load at least 2 times 22 the working load and at all angles it will be used (angle of load or rigging). 23 Certification documentation from a previous project may be submitted for 24 approval; 25 26 5. Bolt holes in girders added for the lifting bracket connections shall be shown in 27 the shop plans and shall be drilled in the shop. Field drilling of bolt holes for 28 lifting brackets will not be permitted; 29 30 6. Bolt holes in girder top flanges shall be filled with high strength bolts after 31 erection in accordance with Section 6- 02.3(17)K. 32 33 The last sentence in the fourth paragraph (after implementing the preceding Amendment) is 34 revised to read: 35 36 The plan, including lifting bracket working drawings and calculations, shall be prepared 37 by (or under the direct supervision of) a Professional Engineer, licensed under Title 18 38 RCW, State of Washington, in the branch of Civil or Structural, and shall carry the 39 engineer's seal and signature, in accordance with Section 6- 02.3(16). 40 41 6- 03.3(13) Fabricating Tension Members 42 Item number 2. is revised to read: 43 44 2. Fabricated from plate stock with the primary rolling direction of the .stock parallel to 45 the length of the member, or as shown in the Plans. 46 47 6- 03.3(28)A Method of Shop Assembly 48 The first sentence in Item 2.C. is revised to read: 49 50 For Trusses and Girders —After the first stage has been completed, each subsequent 51 stage shall be assembled to include: at least one truss panel or girder shop section of City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 18 2014 RFB ver. 1 -08 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 19 2014 RFB ver. 1 -08 I the previous stage and two or more truss panels or girder shop sections added at the 2 advancing end. 3 4 6- 03.3(32) Assembling and Bolting 5 The first sentence in the fourth paragraph is revised to read: 6 7 To complete a joint following one of the methods listed above, the Contractor shall fill all 8 remaining holes of the field connection or splice place with bolts and tighten to snug- 9 tight. 10 11 The following two new paragraphs are inserted after the fourth paragraph: 12 13 The Contractor shall complete the joint or connection within ten calendar days of 14 installing the first bolt or within a duration approved by the Engineer. Any bolts inserted 15 in an incomplete connection, either loose or tightened snug - tight, which exceed the 16 specified duration for completing the connection, shall be subject to the following 17 requirements: 18 19 1. Three assemblies for each size and length shall be removed - from 20 connection(s) that are to be tensioned. Rotational capacity tests shall be 21 performed on the removed assemblies to demonstrate the assembly has 22 sufficient lubricant to be tensioned satisfactorily. 23 24 2. Five assemblies shall be removed from the connection to establish the 25 inspection torque. 26 27 3. In the case of tension controlled bolts, three assemblies shall be removed and 28 29 tested in accordance with Section 6- 03.3(33)A to verify the minimum specified tension can be achieved prior to shearing of the spline. 30 31 Assemblies removed for the purpose of rotational capacity testing, determination of the 32 inspection torques, or verification of tension controlled bolt performance shall be 33 replaced with new bolts at no additional expense to the Contracting Agency. To 34 minimize the number of removed assemblies, the Contractor may combine rotational 35 capacity testing and inspection torque determination as approved by the Engineer. 36 6- 03.3(33) Bolted Connections 37 The fourth paragraph is revised to read: 38 39 All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 40 bolts. Unpainted structures require Type 3 bolts. Bolts shall not be galvanized unless 41 specified in the Contract documents. AASHTO M 253 bolts shall not be galvanized and 42 shall not be used in contact with galvanized metal. 43 44 In the tenth paragraph, the first paragraph of Item number 3. is revised to read: 45 46 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly 47 Method (Tension Control Bolt Assembly) - Tension control bolt assemblies 48 shall include the bolt, nut, and washer(s) packaged and shipped as; a single 49 assembly. Unless otherwise approved by the Engineer, tension control bolt 50 assembly components shall not be interchanged for testing or installation and 51 shall comply with all provisions of ASTM F 1852. If approved by the Engineer, 52 the tension control bolt assembly components may be interchanged within the City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 19 2014 RFB ver. 1 -08 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 r' same component lot for girder web splices or other locations where access to both sides of the connection is restricted. 6- 03.3(33)A Pre - Erection Testing The following new paragraph is inserted after the fourth paragraph: Three twist off -type tension controlled bolt assemblies, per assembly lot, shall be tested in a bolt tension calibrator. The bolts shall first be tensioned to a snug tight condition. Tensioning shall then be completed by tightening the assembly nut in a continuous operation using a spline drive installation tool until the spline shears from the bolt. The bolt assembly tension shall meet the requirements of Table 1. If any specimen fails, the assembly lot is rejected. 6- 03.3(33)B Bolting Inspection The first paragraph is revised to read: The Contractor, in the presence of the Project Engineer, shall inspect the tightened bolt using a calibrated inspection torque wrench, regardless of bolting method. The Contractor shall supply the inspection torque wrench. Inspection shall be performed within seven calendar days from the completion of each bolted connection or as approved by the Project Engineer. 6- 03.3(36) Setting and Grouting Masonry Plates Item number 2. in the second paragraph is revised to read: 2. Place steel shims under the masonry plates to position pin centers or bearings to line and grade and in relationship to each other. Steel shims shall be the size and be placed at the locations shown in the Plans; 6- 03.3(39) Swinging the Span The second and third paragraphs are revised to read: After the falsework is released (spans swung free), the masonry plates, shoes, and keeper plates are grouted, and before any load is applied, the Contractor (or the Engineer if the Contracting Agency is responsible for surveying) shall survey elevations at the tenth points along the centerline on top of all girders and floorbeams. The Contractor shall calculate the theoretical top of girder or floorbeam flange elevations and compare the calculated elevations to the surveyed elevations. The theoretical pad or haunch depth shown in the Plans shall be increased or decreased by the difference between the theoretical and surveyed top of girder or floorbeam elevations. The soffit (deck formwork) shall be set based on the Plan bridge deck thickness and the adjusted pad or haunch depth. The Contractor shall submit all survey data and calculations to the Engineer for review ten working days prior to placing any load, beyond the maximum five pounds per square foot of form weight allowed, on the Structure. City of Federal Way Lakota Middle School Sidewalk Page 20 RFB ver. 1 -08 RFB # 14 -108 2014 7 1 5 � I � I 1 n 1 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28, 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 6- 05.AP6 Section 6 -05, Piling August 6, 2012 6 -05.5 Payment The paragraph following the bid item, "Driving St. Pile ", per each is revised to read: The unit Contract price per each for "Driving (type) Pile (_)" shall be full pay for driving the pile to the ultimate bearing and /or penetration specified. 6 -06.AP6 Section 6 -06, Bridge Railings August 6, 2012 6- 06.3(2) Metal Railings The third paragraph is revised to read: Anchor bolts shall be positioned with a template to ensure that bolts match the hole spacing of the bottom channels or anchorage plates. 6- 07.AP6 Section 6 -07, Painting August 5, 2013 6- 07.3(9)A Paint System The first sentence in the second paragraph is revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 07.3(10)N Field Coating Application Methods The first sentence is revised to read: The Contractor shall apply paint materials in accordance with the manufacturer's recommendations by air or airless spray, brush, roller, or any combination of these methods unless otherwise specified. The third sentence is revised to read: The Contractor shall use brushes to apply the stripe coat, to ensure complete coverage around structural geometric irregularities, and to push the paint into gaps between existing steel surfaces and around rivets and bolts. 6- 07.3(10)0 Applying Field Coatings The first sentence in the sixth paragraph is revised to read: City of Federal Way Lakota Middle School Sidewalk Page 21 RFB ver. 1 -08 RFB # 14-108 2014 1 2 All steel surfaces cleaned to bare metal by abrasive blast cleaning shall receive the 3 primer coat within the same working day as the cleaning to bare metal and before any 4 rust begins to form. 5 6 6 -07.5 Payment 7 The third paragraph is revised to read: 8 9 The lump sum Contract price for "Cleaning and Painting - " shall be full pay for the 10 Work as specified, including developing all submittals, arranging for and 11 accommodating contact and on -site attendance by the paint manufacturer's technical 12 representative, furnishing and placing all necessary staging and rigging, furnishing, 13 operating and mooring barges, furnishing and operating fixed and movable work 14 platforms, accommodating Contracting Agency inspection access, conducting the 15 Contractor's quality control inspection program, providing material, labor, tools, and 16 equipment, furnishing containers for containment waste, collecting and storing 17 containment waste, collecting, storing, testing, and disposing of all containment waste 18 not conforming to the definition in Section 6- 07.3(10)F, performing all cleaning and 19 preparation of surfaces to be painted, applying all coats of paint and sealant, correcting 20 coating deficiencies, completing coating repairs, and completing project site cleanup. 21 22 The first sentence in the fourth paragraph is revised to read: 23 24 Progress payments for "Cleaning and Painting - to will be made on a monthly basis 25 and will be based on the percentage of the total estimated area satisfactorily cleaned 26 and coated as determined by the Project Engineer. 27 28 6- 10.AP6 29 Section 6 -10, Concrete Barrier 30 August 5, 2013 31 6 -10.3 Construction Requirements 32 This section is supplemented with the following: 33 34 Steel welded wire reinforcement deformed, conforming to Section 9 -07.7, may be 35 substituted in concrete barrier in place of deformed steel bars conforming to Section 9- 36 07.2, subject to the following conditions: 37 38 1. Steel welded wire reinforcement spacing shall be the same as the deformed 39 steel bar spacing as shown in the Standard Plans. 40 41 2. The minimum cross sectional area for steel welded wire reinforcement shall be 42 no less than 86 percent of the cross sectional area for the deformed steel bars 43 being substituted. 44 45 3. Development lengths and splice lengths shall conform to requirements 46 specified in the AASHTO LRFD Bridge Design Specifications, current edition. 47 48 6- 10.3(6) Placing Concrete Barriers 49 The first and second sentences in the first paragraph are revised to read: 50 City of Federal Way Lakkota Middle School Sidewalk Page 22 RFB ver. 1 -08 RFB # 14 -108 2014 1 1 Precast concrete barrier Types 2 and 4, precast single slope barrier, and transitions 2 shall rest on a paved foundation shaped to a uniform grade and section. The foundation 3 surface for precast concrete barrier Types 2 and 4, precast single slope barrier, and 4 transitions shall meet this test for uniformity: 5 6 6 -10.5 Payment 7 In the second paragraph, the bid item "Conc. Class 4000" is revised to read: 8 9 "Conc. Class 4000 " 10 11 6- 12.AP6 12 Section 6-12, Noise Barrier Walls 13 August 6, 2012 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 23 2014 RFB ver. 1 -08 14 15 6- 12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: 16 17 When efforts to advance past the obstruction to the design shaft tip elevation result in 18 the rate of advance of the shaft drilling equipment being significantly reduced relative to 19 the rate of advance for the rest of the shaft excavation, then the Contractor shall remove 20 the obstruction under the provisions of Section 6 -12.5. 21 22 6- 12.3(6) Precast Concrete Panel Fabrication and Erection 23 The second sentence in item number 3 is deleted. 24 25 6 -12.5 Payment 26 This section is supplemented with the following: 27 28 "Removing Noise Barrier Wall Shaft Obstructions ", estimated. 29 30 Payment for removing obstructions, as defined in Section 6- 12.3(3), will be made for the 31 changes in shaft construction methods necessary to remove the obstruction. The 32 Contractor and the Engineer shall evaluate the effort made and reach agreement on the 33 equipment and employees utilized, and the number of hours involved for each. Once 34 these cost items and their duration have been agreed upon, the payment amount will be 35, determined using the rate and markup methods specified in Section 1 -09.6. For the 36 purpose of providing a common proposal for all bidders, the Contracting Agency has 37 entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the 38 bid proposal to become a part of the total bid by the Contractor. 39 40 If the shaft construction equipment is idled as a result of the obstruction removal work 41 and cannot be reasonably reassigned within the project, then standby payment for the 42 idled equipment will be added to the payment calculations. If labor is idled as a result of 43 the obstruction removal work and cannot be reasonably reassigned within the project, 44 then all labor costs resulting from Contractor labor agreements and established 45 Contractor policies will be added to the payment calculations. 46 47 The Contractor shall perform the amount of obstruction work estimated by the 48 Contracting Agency within the original time of the contract. The Engineer will consider a 49 time adjustment and additional compensation for costs related to the extended duration 50 of the shaft construction operations, provided: 51 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 23 2014 RFB ver. 1 -08 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 46 47 48 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. 6- 13.AP6 Section 6 -13, Structural Earth Walls April 1, 2013 6 -13.2 Materials In the first paragraph, the following item is inserted after the item "Aggregates for Portland Cement Concrete ": Gravel Borrow for Structural Earth Walls 9- 03.14(4) 6 -13.4 Measurement In the second paragraph, "Backfill" is revised to read "Gravel borrow ". 6 -13.5 Payment In this section, the bid item "Backfill for Structural Earth Wall Incl. Haul' is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul ". 6- 14.AP6 Section 6 -14, Geosynthetic Retaining Walls April 1, 2013 6 -14.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Portland Cement Aggregates for Portland Cement Concrete Sand Gravel Borrow for Structural Earth Wall Polyurethane Sealant Closed Cell Foam Backer Rod Anchor Rods and Associated Nuts, Washers, and Couplers Reinforcing Steel Wire Mesh for Concrete Reinforcement Grout Construction Geosynthetic 9 -01 9 -03.1 9- 03.13(1) 9 -03.14(4) 9 -04.2(3) 9- 04.2(3)A 9- 06.5(1) 9 -07 9 -07.7 9- 20.3(4) 9 -33 6 -14.4 Measurement In the second paragraph, " geosynthetic retaining wall backfill" is revised to read "structural earth wall backfill ". City of Federal Way Lakota Middle School Sidewalk Page 24 RFB ver. 1 -08 RFB # 14-108 2014 i 1 t 1 w 1 1 1 f 1 1 6 -14.5 Payment 2 In this section, the bid item "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul ". Is revised 3 to read: 4 5 "Gravel Borrow for Structural Earth Wall incl. Haul" 6 7 6- 15.AP6 8 Section 6 -15, Soil Nail Walls 9 January 2, 2012 10 6 -15.2 Materials 11 The referenced section for the following item is revised to read: 12 13 Grout 9- 20.3(4) 14 15 6- 15.3(3) Submittals 16 Item f beneath item number 3 is revised to read: 17 18 f. Mix design and procedures for placing the grout. 19 20 6- 15.3(6) Soil Nailing 21 This section is supplemented with the following: 22 23 The Contractor shall make and cure grout cubes once per day in accordance with 24 WSDOT Test Method T 813. These samples shall be retained by the Contractor until all 25 associated verification and proof testing of the soil nails has been successfully 26 completed. If the Contractor elects to test the grout cubes for compressive strength, 27 testing shall be conducted by an independent laboratory and shall be in accordance 28 with the WSDOT FOP for AASHTO T106. 29 30 6- 16.AP6 31 Section 6 -16, Soldier Pile and Soldier Pile Tieback Walls 32 January 2, 2012 33 6- 16.3(3) Shaft Excavation 34 The third sentence in the seventh paragraph is revised to read: 35 36 When efforts to advance past the obstruction to the design shaft tip elevation result in 37 the rate of advance of the shaft drilling equipment being significantly reduced relative to 38 the rate of advance for the rest of the shaft excavation, then the Contractor shall remove 39 the obstruction under the provisions of Section 6 -16.5. 40 41 6 -16.5 Payment 42 This section is supplemented with the following: 43 44 "Removing Soldier Pile Shaft Obstructions ", estimated. 45 46 Payment for removing obstructions, as defined in Section 6- 16.3(3), will be made fbr the 47 changes in shaft construction methods necessary to remove the obstruction. The 48 Contractor and the Engineer shall evaluate the effort made and reach agreement on the 49 equipment and employees utilized, and the number of hours involved for each. Once City of Federal Way Lakota Middle School Sidewalk Page 25 RFB ver. 1 -08 RFB # 14-108 2014 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 these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item 'Removing Soldier Pile Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work 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 obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor - labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. 6- 17.AP6 Section 6 -17, Permanent Ground Anchors August 6, 2012 6- 17.3(3) Submittals The first sentence in the sixth paragraph is revised to read: The Contractor shall submit the mix design for the grout conforming to Section 9- 20.3(4) and the procedures for placing the grout to the Engineer for approval. 6- 17.3(7) Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph: The Contractor shall make and cure, grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification, performance and proof testing of the permanent ground anchors has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6- 17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted. City of Federal Way Lakota Middle School Sidewalk Page 26 RFB ver. 1 -08 RFB # 14 -108 2014 1 t i 1 0 0 1 1 1 C 1 6- 19.AP6 2 Section 6 -19, Shafts 3 August 5, 2013 4 6- 19.3(2) Submittal 5 This section including title is revised to read: 6 7 Shaft Construction Submittals 8 The shaft construction submittal shall be comprised of the following three components: 9 construction experience; shaft installation narrative; and shaft slung technical 10 assistance. The submittal shall be submitted in a PDF format to the Project Engineer a 11 minimum of 30 calendar days prior to the start of the Work. 12 13 6- 19.3(2)A Construction Experience Submittal 14 This section's title is revised to read: 15 16 Construction Experience 17 18 The first sentence in the first paragraph is revised to read: 19 20 The Contractor shall submit a project reference list to the Project Engineer for verifying 21 the successful completion by the Contractor of at least three separate foundation 22 projects with shafts of diameters and depths similar to or larger than those shown in the 23 Plans, and ground conditions similar to those identified in the Contract. 24 25 The first sentence in the second paragraph is revised to read: 26 27 The Contractor shall submit a list identifying the on -site supervisors and drill rig 28 operators potentially assigned to the project to the Project Engineer. 29 30 The first and second sentences in the last paragraph are deleted. 31 32 6- 19.3(2)B Shaft Installation Narrative Submittal 33 This section's title is revised to read: 34 35 Shaft Installation Narrative 36 37 The first sentence in the first paragraph is revised to read: 38 39 The Contractor shall submit a shaft installation narrative to the Engineer. 40 41 Item number 4. (except the table) is revised to read:, 42 43 4. A slurry mix design, including all additives and their specific purpose in the slurry 44 mix, with a discussion of its suitability to the anticipated subsurface conditions shall 45 be submitted and include the procedures for mixing, using, and maintaining the 46 slurry. A detailed plan for quality control of the selected slurry, including tests to be 47 performed, test methods to be used, and minimum and /or maximum property 48 requirements which must be met to ensure the slurry functions as intended, 49 considering the anticipated subsurface conditions and shaft construction methods, 50 in accordance with the slung manufacturer's recommendations and these Special City of Federal Way Lakota Middle School Sidewalk Page 27 RFB ver. 1 -08 RFB # 14 -108 2014 City of Federal Way Lakota Middle School Sidewalk Page 28 RFB ver. 1 -08 RFB # 14 -108 2014 I 1 Provisions shall be included. As a minimum, the slurry quality control plan shall 2 include the following tests: 3 '4 Item number 9. is revised to read (except the lettered items): 5 6 9. Reinforcing steel shop drawings with details of reinforcement placement, including 7 bracing, centering, and lifting methods, and the method to ensure the reinforcing ' 8 cage position is maintained during construction, including use of bar boots and /or 9 rebar cage base plates, and including placement of rock backfill below the bottom 10 of shaft elevation, provided the conditions of Section 6- 19.3(5)D are satisfied. 11 12 The reinforcing steel shop drawings and shaft installation narrative shall include, at 13 a minimum: 14 15 The paragraph following item number 9 n is deleted. 16 17 The first sentence in the paragraph following item number 9 n.. (after implementing the 18 preceding Amendment) is revised to read: 19 '20 The Engineer will evaluate the shaft installation narrative for conformance with the 21 Plans, Specifications, and Special Provisions, within the review time specified. 22 23 6- 19.3(2)C Shaft Slurry Technical Assistance Submittal 24 This section's title is revised to read: 25 Shaft Slurry Technical Assistance ,26 27 28 The second sentence in the first paragraph (except for the numbered items) is revised to 29 read: ' 30 31 32 The Contractor shall submit the following to the Engineer: 33 6- 19.3(4)6 Minimum Level of Slurry in the Excavation 34 This section is revised to read: 35 36 When slurry is used in a shaft excavation the following is required: 37 38 1. The height of the slurry shall be as required to provide and maintain a stable 39 hole to prevent bottom heave; caving, or sloughing of all unstable zones. 40 41 2. The Contractor shall provide casing, or other means, as necessary to meet 42 these requirements. 43 44 3. The slurry level in the shaft while excavating shall be maintained above the 45 groundwater level the greater of the following dimensions: , 46 47 a. Not less than 5 feet for mineral slurries. 48 49 b. Not less than 10 feet for water slurries. 50 51 c. Not less than 10 feet for synthetic slurries. 52 City of Federal Way Lakota Middle School Sidewalk Page 28 RFB ver. 1 -08 RFB # 14 -108 2014 I 1 C L I 1 4. The slurry level in the shaft throughout all stops as specified in Section 6- 2 19.3(3)A and during concrete placement as specified in Section 6- 19.3(7) shall 3 be no lower than the water level elevation outside the shaft. 4 5 6- 19.3(4)F Slurry Disposal 6 This section including title is revised to read: 7 8 6- 19.3(4)F Disposal of Slurry and Slurry Contacted Spoils 9 The Contractor shall dispose of the slung and slurry- contacted spoils as specified in the 10 shaft installation narrative in accordance with Section 6- 19.3(2)B, item 8, and in 11 accordance with the following requirements: 12 13 1. Water slurry with no additives may be infiltrated to an upland area within the 14 confines of the Contracting Agency Right of Way for the project. Infiltration is 15 allowed provided the ground -line at the disposal site is at least 5 feet above 16 the current water table, and that disposal operations conform to the temporary 17 erosion and sedimentation control (TESC) requirements established: for this 18 project. For the purposes of water slurry disposal, upland is defined as an area 19 that has no chance of discharging directly to waters of the State, including 20 wetlands or conveyances that indirectly lead to wetlands or waters of the State. 21 Spoils in contact with this slurry may be disposed of as clean fill. 22 23 2. Synthetic slurry and water slurry with polymer -based additives shall be 24 contained and disposed of by the Contractor at an approved facility. The 25 Contractor shall acquire all permits or approvals necessary for disposal of the 26 slurry and shall provide copies to the Engineer. Spoils in contact with synthetic 27 slurry or water slurry with polymer -based additives shall be disposed of in 28 accordance with Section 2- 03.3(7)C. With approval of the Engineer, the 29 Contractor may re -use these spoils on -site. 30 31 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an 32 upland area within the confines of the Contracting Agency Right of Way for the 33 project. Infiltration is allowed provided the ground -line at the disposal site is at 34 least 5 feet above the current water table, and that disposal operations 35 conform to the temporary erosion and sedimentation control (TESC) 36 requirements established for this project. For the purposes of mineral slurry 37 disposal, upland is defined as an area that has no chance of discharging 38 directly to waters of the State, including wetlands or conveyances that 39 indirectly lead to wetlands or waters of the State. Spoils in contact with mineral 40 slurry shall be disposed of in accordance with Section 2- 03.3(7)C. With 41 approval of the Engineer, the Contractor may re -use these spoils on -site. 42 43 7- 02.AP7 44 Section 7 -02, Culverts 45 August 6, 2012 46 7 -02.2 Materials 47 Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: 48 49 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and 50 Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 51 City of Federal Way Lakota Middle School Sidewalk Page 29 RFB ver. 1 -08 RFB # 14-108 2014 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 7-02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam. ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Culy. Pipe In. Diam. ", per linear foot 7- 03.AP7 Section 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7- 03.3(1) Foundations, General This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. 7- 03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. 7- 04.AP7 Section 7 -04, Storm Sewers August 6, 2012 7- 04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE4" is revised to read "PP4" from the table titled, "Storm Sewer Pipe Schedules ". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7 -04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam ", per linear foot 7- 05.AP7 Section 7 -05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7 -05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the City of Federal Way Lakota Middle School Sidewalk Page 30 RFB ver. 1 -08 RFB # 14 -108 , 2014 11 L r r_ I �1 1 LJ� 1 2 4 5 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 Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill density, grouting and asphalt density will not be allowed.. The hardware for leveling and adjusting devices shall be completely removed when specked by the Project Engineer. 7- 08.AP7 Section 7 -08, General Pipe Installation Requirements August 6, 2012 7- 08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. 7- 09.AP7 Section 7 -09, Water Mains August 6, 2012 7- 09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions ". 8- 01.AP8 Section 8 -01, Erosion Control and Water Pollution Control August 5, 2013 8 -01.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9- 05.1(6) Quarry Spalls 9 -13 Seed 9 -14.2 Fertilizer 9 -14.3 Mulch and Amendments 9 -14.4 Tackifiers 9- 14.4(7) Erosion Control Devices 9 -14.5 High Visibility Fence 9 -14.5 Construction Geotextile 9 -33 8- 01.3(1) General The last two sentences in the first paragraph are deleted. In the seventh paragraph, "perimeter silt fencing" is revised to read "silt fencing ". 8- 01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. City of Federal Way Lakota Middle School Sidewalk Page 31 RFB ver. 1 -08 RFB # 14-108 . 2014 1 2 Moderate -Term Mulch and Long -Term Mulch shall be hydraulically applied at the rate of 3 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 4 5 8- 01.3(2)E Soil Binders and Tacking Agents 6 This section including title is revised to read: 7 8 8- 01.3(2)E Tackifiers 9 Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid 10 uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A 11 minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-Term 12 Mulch shall be used as a tracer. Tackifier shall be mixed and applied in accordance with 13 the manufacturer's recommendations. 14 15 Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil 16 completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM 17 shall be applied at a rate of not more than z/ pound per 1,000 gallons of water per acre. 18 A minimum of 200 pounds per acre of Short-Term Mulch shall be applied with the 19 dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a 20 hand -held fertilizer spreader or a tractor - mounted spreader. 21 22 PAM shall be applied only to areas that drain to completed sedimentation control BMPs 23 in accordance with the TESC Plan. PAM may be reapplied on actively worked areas 24 after a 48 -hour period. 25 26 PAM shall not be applied during rainfall or to saturated soils 27 28 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 29 In the first paragraph, "Engineer" is revised to read "Project Engineer". 30 31 Note 1 of the table in the first paragraph is revised to read: 32 33 ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be 34 accomplished during the fall period listed above 35 36 The third paragraph is deleted. 37 38 8- 01.3(3) Placing Erosion Control Blanket 39 This section including title is revised to read: 40 41 8- 01.3(3) Placing Biodegradable Erosion Control Blanket 42 Biodegradable Erosion Control Blankets are used as an erosion prevention device and 43 to enhance the establishment of vegetation. Erosion control blankets shall be installed 44 according to the manufacturer's recommendations. 45 46 Seeding and fertilizing shall be done prior to blanket installation. 47 48 Select erosion control blanket material for an area based on the intended function: slope 49 or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and 50 flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that 51 exceed the manufacturer's recommendations. 52 City of Federal Way RFB # 14 -108 , Lakota Middle School Sidewalk Page 32 2014 RFB ver. 1 -08 1 1 J 1 1 H E 1 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 8- 01.3(4) Placing Compost Blanket This section is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The tackifier shall be applied immediately after the app_ lication of compost to prevent compost from leaving the composted area. Compost shall be Medium Compost. 8- 01.3(5) Placing Plastic Covering This section including title is revised to read: Plastic Covering Erosion Control - Plastic coverings used to temporarily cover stock piled materials, slopes or bare soils shall be installed and maintained in a way that prevents water from intruding under the plastic and prevents the plastic cover from blowing open in the wind. Plastic coverings shall be placed with at least a 12 -inch overlap of all seams and be a minimum of 6 mils thick. Containment - Plastic coverings used to line concrete washout areas, contain wastewaters, or used in secondary containment to prevent spills, shall be seamless to prevent infiltration and be a minimum of 10 mils thick. Vegetation Management - Plastic covering placed over areas that have been seeded shall be clear and where vegetative growth is to inhibited it shall be black and be a minimum of 4 mils thick., 8- 01.3(6) Check Dams This section is revised to read: Check dams are used as an erosion and sediment control device in channels or conveyance areas. Check dams shall be installed as soon as construction will allow, or when designated by the Project Engineer. The Contractor may substitute a different check dam material, in lieu of what is specified in the contract, with approval of the Project Engineer. Check dam materials shall meet the requirements in Section 9- 14.5(4). Straw bales shall not be used as check dams. The check dam is a temporary or permanent structure, built across a minor channel placed perpendicular to the flow of water. Water shall not flow freely through the check dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. The outer edges shall extend up the sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Wattles, coir logs and compost sock used as check dams shall not be trenched in and shall be installed as shown in the Standard Plans. City of Federal Way Lakota Middle School Sidewalk Page 33 RFB ver. 1 -08 RFB # 14-108 2014 1 When wattles, coir logs, and compost socks are used as check dams "they shall be 2 measured and paid as check dam in accordance with Section 8 -01.4 and 8 -01.5. 3 4 8- 01.3(6)A Geotextile- Encased Check Dam 5 This sections content including title is deleted. 6 7 8- 01.3(6)B 'Quarry Spall Check Dam 8 This sections content including title is deleted. 9 10 8- 01.3(6)C Sandbag Check Dam 11 This sections content including title is deleted. 12 13 8- 01.3(6)D Wattle Check Dam 14 This sections content including title is deleted. 15 16 8- 01.3(6)E Coir Log 17 This section including title and section number is revised to read: 18 19 8- 01.3(6)A Coir Log 20 Coir logs are used as erosion and sediment control or bank stabilizing device. Coir logs 21 shall be laid out, spaced, staked and installed in accordance with the Standard Plans. 22 23 Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a 24 replacement for, wooden stakes. 25 26 8- 01.3(7) Stabilized Construction Entrance 27 The first paragraph is revised to read: 28 29 Temporary stabilized construction entrance shall be constructed in accordance with the 30 Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. 31 All quarry spall material used for stabilized construction entrance shall be free of 32 extraneous materials that may cause or contribute to track out. 33 34 8- 01.3(9)A Silt Fence 35 This section and all sub - sections including title is revised to read: 36 37 8- 01.3(9)A Fencing 38 8- 01.3(9)A1 High Visibility Fencing 39 High visibility fencing (HVF) shall be orange in color and installed along the site 40 preservation lines shown in the Plans or as specified by the Engineer. Post 41 spacing and attachment of the fencing material to the posts shall be as shown in 42 the Standard Plans and in accordance with Section 9- 14.5(8). The HVF shall not 43 be fastened to trees. 44 45 8- 01.3(9)A2 Silt Fence 46 Silt fence shall be black in color and used as a sediment control device to prevent 47 sediment laden water from leaving project boundaries, to manage stormwater 48 within the site, or to create small detention areas. Silt fence shall be installed at 49 locations shown in the Plans. The geotextile shall be securely attached to the posts 50 and support system. Post spacing and attachments shall be as shown in Standard 51 Plans. 52 City of Federal Way Lakota Middle School Sidewalk Page 34 RFB ver. 1 -08 RFB # 14 -108 , 2014 1 1 Geotextile material shall meet the requirements of Section 9- 33.2(1), Table 6 and 2 be sewn together at the point of manufacture, or at a location approved by the 3 Engineer, to form geotextile lengths as required. All sewn seams and overlaps shall 4 be located at a support post. 5 6 Posts shall be either wood or steel. Wood posts shall have minimum dimensions of ' 7 1'/ by 1'/4 inches by the minimum length shown in the Plans. 8 9 10 When sediment deposits reach approximately '/ the height of the deposits shall be removed and stabilized in accordance with Section silt fence, the - 01.3(15). 11 12 If trenching is not feasible due to rocky soils or not advisable due to proximity to a ' 13 downslope sensitive area, a different sediment control device that does not require 14 trenching shall be used in place of silt fence. 15 16 Silt Fence with Backup Support 17 Where backup support is needed for silt fence in .areas where extn strength may 18 be required, such as the toe of steep cut or fill slopes or areas wh ve equipment 19 may push excessive soils toward the fence. When backup suppor is used, wire 20 shall have a maximum mesh spacing of 2 inches, and the plastic mf sh shall be as 21 resistant to ultraviolet radiation as the geotextile it supports. The strength of the wire 22 or plastic mesh shall be equivalent to or greater than as required in Section 9- 23 33.2(1), Table 6, for unsupported geotextile (i.e., 180 lbs. grab tensile strength in 24 the machine direction). Post spacing and attachments shall be as shown in 25 Standard Plans. 26 27 8- 01.3(9)A3 High Visibility Silt Fence 28 High visibility silt fence (HVSF) shall be orange in color and only be used for the 29 dual purpose of demarcating site preservation lines and a sediment control device 30 in a location where high visibility mesh fence and black silt fence would otherwise 31 be used together at same location. If use of HVSF is allowed the geotextile 32 material shall meet the material requirements of Section 9- 33.2(1), rable 6. Post 33 spacing and attachments shall be as shown in Standard Plans. 34 35 High Visibility Silt Fence with Backup Support 36 Where backup support is needed for high visibility silt fence (HVSF) i areas where 37 extra strength may be required, such as the toe of steep cut or fill s pes or areas 38 where equipment may push excessive soils toward the sensitiv or protected 39 areas. When backup support is used, wire shall have a maximum m sh spacing of 40 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation 41 42 as the geotextile it supports. The strength of the wire or plastic equivalent to or greater than as required in Section 9- 33.2(1), mesh, shall be Table. 6, for 43 unsupported geotextile (i.e., 180 lbs. grab tensile strength in the machine direction). 44 Post spacing shall be as shown in Standard Plans. ' 45 46 When sediment deposits reach approximately 1/3 the height of the silt fence, or 8 47 inches whichever is lower, the deposits shall be removed and stabilized in ' 48 accordance with Section 8- 01.3(15). 49 50 8- 01.3(9)B Gravel Filter, Wood Chip, or Compost Berm 51 The first paragraph is revised to read: 52 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 35 2014 RFB ver. 1 -08 ' 1 Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a 2 minimum of 1 foot in height and shall be maintained at this height for the entire time they 3 are in use. Rock material used for filter berms shall meet the grading requirements in 4 Section 9- 03.9(2), but shall not include any recycled materials as outlined in Section 9- 5 03.21. 6 The last sentence in the third paragraph is revised to read: ,7 8 9 Compost shall be Medium Compost. 10 ' 11 8- 01.3(9)C Straw Bale Barrier 12 This section including title is revised to read: 13 14 8- 01.3(9)C Vacant 15 16 8- 01.3(10) Wattles 17 This section is revised to read: 18 19 Wattles are used as a flow control and sediment control device. Wattles shall be 20 installed as soon as construction will allow or when designated by the Engineer. Wattle 21 installation and trenching shall begin from the base of the slope and work uphill prior to 22 any topsoil or compost placement. Excavated material from trenching shall be spread 23 evenly along the uphill slope and be compacted using hand tamping or other method 24 approved by the Engineer. On gradually sloped or clay4ype soils trenches shall be 2 to 25 3 inches deep. On loose soils, in high rainfall areas, or on steep slopes, trenches shall 26 be 3 to 5 inches deep, or half the thickness of the wattle, whichever is greater. 27 28 Wattles shall be laid out, spaced and staked in accordance with the Standard Plans. 29 Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a 30 replacement for, wooden stakes. If trenching and staking is not possible due to rocky 31 32 soils, compost socks shall be used instead of wattles. , 33 The Contractor shall exercise care when installing wattles to ensure the method of 34 installation minimizes disturbance and prevents sediment or pollutant discharge into 35 water bodies. ' 36 37 8- 01.3(11) Vacant 38 This section including title is revised to read: 39 40 8- 01.3(11) Outlet Protection 41 Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other 42 conveyances. All quarry spall material used for outlet protection shall be free of 43 extraneous material and meet the gradation requirements in Section 9 -13.6. 44 45 8- 01.3(12) Compost Socks 46 This section is revised to read: 47 48 Compost socks are used as a flow control and sediment control device. Compost socks 49 shall be installed as soon as construction will allow or when designated by the Project 50 51 Engineer. Compost socks shall be installed prior to any mulching or compost placement. Compost socks shall be laced together end- to-end with coir rope or ends ' 52 shall be securely overlapped to create a continuous length. Terminal ends of the City of Federal Way RFB # 14 -108 , Lakota Middle School Sidewalk Page 36 2014 RFB ver. 1 -08 n 1 1 1 1 1 1 0 r n 1 u 1 continuous length shall be curved 2 to 4 feet upward into the slope to prevent 2 concentrated flows from going around the terminal ends. Finished grades shall be of a 3 natural appearance with smooth transitions. Compost for compost socks shall be 4 Medium Compost. 5 6 Compost sock shall be laid out, spaced and staked in accordance with the Standard 7 Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but 8 not as a replacement for, wooden stakes. If staking is not possible or if the compost 9 sock is being used on concrete, heavy blocks or an equivalent item shall be.used to 10 weigh down and secure the sock. Compost socks shall be laid out, spaced and staked 11 in accordance with the Standard Plans. 12 13 The Contractor shall exercise care when installing compost socks to ensure that the 14 method of installation minimizes disturbance of waterways and prevents sediment or 15 pollutant discharge into water bodies. Stakes shall be removed to minimize soil 16 disturbance. 17 18 8- 01.3(13) Temporary Curb 19 This section is revised to read: 20 21 Temporary curbs shall divert or redirect water around erodible soils. 22 23 Temporary curbs shall be installed along pavement edges to prevent runoff from flowing 24 onto erodible slopes. Water shall be directed to areas where erosion can be controlled. 25 The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in 26 roadways. 27 28 8- 01.3(16) Removal 29 The first sentence in the first paragraph is revised to read: 30 31 When the Project Engineer determines that an erosion control BMP. is no longer 32 required, the Contractor shall remove the BMP and all associated hardware from the 33 project limits. 34 35 The first and second sentences in the second paragraph are revised to read: 36 37 The Contractor shall remove BMPs and associated hardware in a way that minimizes 38 soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil 39 after removal of BMP's. 40 41 8 -01.4 Measurement 42 The third paragraph is revised to read: 43 44 Check dams will be measured per linear foot one time only along the completed check 45 dam. No additional measurement will be made for check dams that are required to be 46 rehabilitated or replaced due to wear. 47 48 The ninth paragraph is deleted. 49 50 The twelfth paragraph (after the preceding amendment is applied) is revised to read: 51 City of Federal Way Lakota Middle School Sidewalk Page 37 RFB ver. 1 -08 RFB # 14 -108 2014 1 Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre 2 by ground slope measurement or through the use of design data 3 4 The fifteenth paragraph (after the preceding amendment is applied) is revised to read: 5 6 Fencing will be measured by the linear foot along the , ground line of the completed 7 fence. 8 9 This section is supplemented with the following: 10 11 Outlet Protection will be measured per each initial installation at an outlet location. 12 13 8 -01.5 Payment 14 The paragraph following the bid item, "Plastic Covering ", per square yard is revised to read: 15 16 The unit Contract price per square yard for "Plastic Covering" shall be full payment to 17 perform the Work as specified in Section 8- 01.3(5) and as shown in the Plans, including 18 removal and disposal at an approved disposal site. 19 20 The bid item "Straw Bale ", per each is deleted. 21 22 The bid item " Erosion Control Blanket", per square yard is deleted. 23 24 The bid item "Soil Binder or Tacking Agent ", per acre is deleted. 25 26 This section is supplemented with the following: 27 28 "Outlet Protection ", per each. 29 The unit Contract price per each for "Outlet Protection" shall be full payment for all costs 30 incurred to complete the Work. 31 32 "Tackifier", per acre. 33 The unit Contract price per acre for "Tackifier" shall be full payment for all costs incurred 34 to complete the Work. 35 36 "Biodegradable Erosion Control Blanket ", per square yard. 37 The unit Contract price per square yard for `Biodegradable Erosion Control Blanket" 38 shall be full pay for all costs to complete the specified Work. 39 40 "High Visibility Silt Fence ", per linear foot. 41 42 8- 02.AP8 43 Section 8 -02, Roadside Restoration 44 August 5, 2013 45 In this section, "psiPE" is revised to read "PSIPE ". 46 47 8- 02.3(2) Roadside Work Plan 48 The first sentence in the second paragraph is revised to read: 49 50 The Roadside Work Plan shall also include a copy of the approved progress schedule. 51 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 38 2014 RFB ver. 1 -08 C � _J� C Fill 7 F�1� L k r C u 1 2 4 5 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 The sub paragraph titled "Progress Schedule" is deleted. 8- 02.3(4)C Topsoil Type C In this section, "9- 14.1(2)" is revised to read "9- 14.1(3) ". 8- 02.3(8) Planting Item number 1 in the second paragraph is revised to read: 1. Non - Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1. East of the summit of the Cascade Range - October 1 to November 15. 8 -02.4 Measurement The first sentence is revised to read: Topsoil, mulch and soil amendments will be measured by the acre along the grade and slope of the area covered immediately after application. The seventh sentence is revised to read: Compost will be measured by the acre along the grade and slope of the area covered immediately after application. 8 -02.5 Payment The bid item "Topsoil Type ", per cubic yard and following paragraph are revised to read: "Topsoil Type ", per acre. The unit contract price per acre for "Topsoil Type " shall be full pay for providing the source of material for topsoil Type A and C, for pre - excavation weed control, excavating, loading, hauling, intermediate windrowing, stockpiling, weed control on stockpiles or windrows, and removal, placing, spreading, processing, cultivating, and compacting topsoil Type A, Type B, and Type C. The bid item "Fine Compost ", per cubic yard is revised to read: "Fine Compost ", per acre. The bid item "Medium Compost ", per cubic yard is revised to read: "Medium Compost ", per acre. The bid item "Coarse Compost', per cubic yard and following paragraph are revised to read: "Coarse Compost ", per acre. The unit Contract price per cubic yard for "Fine Compost ", Medium Compost" or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the existing soil. The bid item "Soil Amendment ", per cubic yard and following paragraph are revised to read: City of Federal Way Lakota Middle School Sidewalk Page 39 RFB ver. 1 -08 RFB # 14-108 2014 1 2 "Soil Amendment", per acre. 3 4 The unit Contract price per acre for "Soil Amendment" shall be full pay for furnishing and 5 incorporating the mulch onto the existing soil. 6 7 The bid item "Bark or Wood Chip Mulch ", per cubic yard and following paragraph are revised 8 to read: 9 10 "Bark or Wood Chip Mulch ", per acre. 11 12 The unit Contract price per acre for "Bark or Wood Chip Mulch" shall be full pay for 13 furnishing and spreading the mulch onto the existing soil. 14 15 8- 03.AP8 16 Section 8 -03, Irrigation Systems 17 April 2, 2012 18 8- 03.3(7) Flushing and Testing 19 The fifth paragraph is deleted. 20 21 8- 04.AP8 22 Section 8 -04, Curbs, Gutters, and Spillways 23 April 2, 2012 24 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways 0 25 This section is supplemented with the following new sub - section: 26 27 8- 04.3(1)B Roundabout Cement Concrete Curb and Gutter 28 Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb 29 shall be shaped and finished to match the shape of the adjoining curb as shown in the 30 Plans. All other requirements for cement concrete curb and cement concrete curb and , 31 gutter shall apply to roundabout cement concrete curb and gutter. 32 33 8 -04.4 Measurement ' 34 This section is supplemented with the following: 35 36 Roundabout splitter island nosing curb will be measured per each. 37 38 8 -04.5 Payment 39 The bid item, "Roundabout Truck Apron Cement Concrete Curb ", per linear foot is deleted. 40 41 This section is supplemented with the following: 42 43 "Roundabout Cement Concrete Curb and Gutter», per linear foot 44 45 The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and 46 Gutter" shall be full payment for all costs for the Work including transitioning the ' 47 roundabout cement concrete curb and gutter to the adjoining curb shape. 48 "Roundabout splitter Island Nosing Curb ", per each. ,49 50 City of Federal Way RFB # 14 -108 , Lakota Middle School Sidewalk Page 40 2014 RFB ver. 1 -08 L 0 1 L 7 � i , J 1 u IL. F1 I 1 The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be 2 full payment for all costs for the Work including transitioning the roundabout splitter 3 island nosing curb to the adjoining curb shape. 4 5 8- 07.AP8 6 Section 8-07, Precast Traffic Curb and Block Traffic Curb 7 January 7, 2013 8 This section's title is revised to read: 9 10 8 -07 Precast Traffic Curb 11 12 8 -07.1 Description 13 This section is revised to read: 14 15 This Work consists of furnishing and installing precast traffic sloped mountable curb or 16 dual faced sloped mountable curb of the design and type specified in the Plans in 17 accordance with these Specifications and the Standard Plans in the locations indicated 18 in the Plans or as staked by the Engineer. 19 20 8 -07.2 Materials 21 The material reference "Block Traffic Curb 9 -18.3" is deleted from this section. 22 23 The referenced section for the following item is revised to read: 24 25 Paint 9 -34.2 26 27 8- 07.3(1) Installing Curbs 28 The fifth and seventh paragraphs are deleted from this section. 29 30 8 -07.4 Measurement 31 The first paragraph is deleted from this section. 32 33 8 -07.5 Payment 34 The following bid items are deleted from this section: 35 36 "Type A Precast Traffic Curb ", per linear foot. 37 "Type C Precast Traffic Curb ", per linear foot. 38 "Type A Block Traffic Curb ", per linear foot. 39 "Type C Block Traffic Curb ", per linear foot. 40 41 8- 11.AP8 42 Section 8 -11, Guardrail 43 August 5, 2013 44 8 -11.2 Materials 45 The following material reference is deleted from this section: 46 47 Weathering Steel Beam Guardrail 9 -16.8 48 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 41 2014 RFB ver. 1 -08 1 8- 11.3(1)B Erection of Rail 2 The last sentence in the first paragraph is revised to read: 3 4 All holes shall be painted with two coats of paint conforming to Section 9- 08.1(2)B. 5 6 The fourth paragraph is revised to read: 7 8 Galvanized steel rail plates shall be fastened to the posts with galvanized bolts, 9 washers, and nuts of the size and kind shown in the Plans. 10 11 The last paragraph is deleted. 12 13 8- 11.3(1)D Removing Guardrail and Guardrail Anchor 14 The first two sentences in the first paragraph are revised to read: 15 16 Removal of the various types of guardrail shall include removal of the rail, cable 17 elements, hardware, and posts, including transition sections, expansion sections, 18 terminal sections and the rail element of anchor assemblies. Removal of the various 19 types of guardrail anchors shall include removal of the anchor assembly, including 20 concrete bases, rebar, steel tubes, and any other appurtenances in the anchor 21 assembly. 22 23 8 -11.4 Measurement 24 The seventh paragraph is revised to read: 25 26 Measurement of removal of guardrail will be by the linear foot measured along the line 27 of guardrail removed including transition sections, expansion sections, guardrail anchor 28 rail elements and terminal sections. 29 30 8 -11.5 Payment 31 The bid item "Weathering St. Beam Guardrail Type ", per linear foot is deleted. 32 33 The second paragraph is revised to read: . 34 35 The unit Contract price per linear foot for "Beam Guardrail Type ", "Beam Guardrail 36 Type 1- Ft. Long Post", and "Beam Guardrail Type 31- Ft. Long Post ", shall be 37 full payment for all costs to obtain and provide materials and perform the Work as 38 described in Sections 8- 11.3(1)A and 8- 11.3(1)B, including costs for additional rail 39 elements when nested rail is required, and when connections to concrete masonry 40 Structures are required. 41 42 The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to 43 read: 44 45 The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment 46 for all costs to perform the Work as described in Section 8- 11.3(1)D, including rail 47 removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail 48 connecting to the anchor. 49 City of Federal Way Lakota Middle School Sidewalk Page 42 RFB ver. 1 -08 RFB # 14 -108 t 2014 C 0 Ll- k F1 �7 J iJ I I 'I u 1 8- 12.AP8 2 Section 8 -12, Chain Link Fence and Wire Fence 3 April 2, 2012 4 In this Section "Engineer" is revised to read "Project Engineer". 5 6 8 -12.2 Materials 7 This section is supplemented with the following: 8 9 Paint 9- 08.1(2)B 10 11 8- 12.3(1)A Posts 12 The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted 13 from this section. 14 15 The first sentence of the fifth paragraph is revised to read: 16 17 After the post is set and plumbed, the hole shall be filled with Grout Type 4. 18 19 The third sentence in the sixth paragraph is replaced with the following two sentences: 20 21 After the post is set and plumbed, the hole in the portion of the post in solid rock shall be 22 filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to 23 leave no voids. 24 25 The seventh paragraph is deleted. 26 27 The ninth paragraph is revised to read: 28 29 Steep slopes or abrupt topography may require changes in various elements of the 30 fence. It shall be the responsibility of the Contractor to provide all posts of sufficient 31 length to accommodate the chain link fabric. 32 33 The tenth paragraph is revised to read: 34 35 All round posts shall have approved top caps fastened securely to the posts. The base 36 of the top cap fitting for round posts shall feature an apron around the outside of the 37 posts. 38 39 8- 12.3(1)6 Top Rail 40 This section's content including title is deleted and replaced with: 41 42 8- 12.3(1)B Vacant 43 44 8- 12.3(1)C Tension Wire and Tension Cable 45 This section's content including title is revised to read: 46 47 8- 12.3(1)C Tension Wire 48 Tension Wires shall be attached to the posts as detailed in the Plans or as approved by 49 the Engineer. 50 51 City of Federal Way Lakota Middle School Sidewalk Page 43 RFB ver. 1 -08 RFB # 14-108 2014 1 8- 12.3(1)D Chain Link Fabric 2 The first three paragraphs are revised to read: 3 4 Chain link fabric shall be attached after the cables and wires have been property 5 tensioned. 6 7 Chain link fabric shall be placed on the face of the post away from the Highway, except 8 on horizontal curves where it shall be placed on the face on the outside of the curve 9 unless otherwise directed by the Project Engineer. 10 11 Chain link fabric shall be placed approximately 1 -inch above the ground and on a 1.2 straight grade between posts by excavating high points of ground. Filling of depressions 13 will be permitted only upon approval of the Project Engineer. 14 15 The fourth sentence in the fourth paragraph is revised to read: 16 17 The top and bottom edge of the fabric shall be fastened with hog rings to the top and 18 bottom tension wires as may be applicable, spaced at 24 -inch intervals. 19 20 8- 12.3(1)E Chain Link Gates 21 The third paragraph is deleted. 22 23 8- 12.3(2)A Posts 24 In the second paragraph, "commercial" is deleted. 25 26 The first sentence of the fifth paragraph is revised to read: 27 28 After the post is set and plumbed, the hole shall be filled with Grout Type 4. 29 30 The fourth sentence in the sixth paragraph is replaced with the following two sentences: 31 32 After the post is set and plumbed, the hole in the portion of the post in solid rock shall be 33 filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to 34 leave no voids. 35 36 The tenth paragraph is revised to read: 37 38 Where the new fence joins an existing fence, the 2 shall be attached in a_ manner 39 satisfactory to the Project Engineer, and end or comer posts shall be set as necessary. 40 41 The eleventh paragraph is deleted. 42 43 8 -12.5 Payment 44 The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to 45 read: 46 47 The unit Contract price per linear foot for "Chain Link Fence Type " shall be full 48 payment for all costs for the specified Work including brace post installation and all 49 other requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate 50 Bid Item in this Section. 51 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 44 2014 RFB ver. 1 -08 1 n n 0 C 0 0 �1 1 1 The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for 2 Chain Link Fence ", per each: 3 4 The unit Contract price per each for "End, Gate, Comer, and Pull Post for Chain Link 5 Fence" shall be full payment for all costs for the specified Work. 6 7 The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate ", per each: 8 9 The unit Contract price per each for "Double 14 Ft. Chain Link Gate ", "Double 20 Ft. 10 Chain Link Gate ", and "Single 6 Ft. Chain Link Gate ", shall be full payment for all costs 11 for the specified Work. 12 13 The paragraph following the item "Wire Fence Type ", per linear foot is revised to read 14 15 The unit Contract price per each for "Wire Fence Type " shall be full payment for all 16 costs for the specified Work including payment for clearing of the fence line. 17 18 The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: 19 20 The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire 21 Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. 22 23 The paragraph following the item "Access Control Gate ", per each is revised to read: 24 25 The unit contract price per each for "Access Control Gate" shall be full payment for all 26 costs to perform the specified Work. 27 28 8- 15.AP8 29 Section 8 -15, Riprap 30 April 2, 2012 31 8 -15.1 Description 32 The second paragraph is revised to read: 33 34 Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed 35 riprap. 36 37 8- 20.AP8 38 Section 8 -20, Illumination, Traffic Signal Systems, And Electrical 39 August 5, 2013 40 8- 20.3(4) Foundations 41, The first paragraph is revised to read: 42 43 Foundation concrete shall conform to the requirements for the specified class, be cast - 44 in -place concrete and be constructed in accordance with Sections 6-02.2 and 6-02.3. 45 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard 46 foundations shall be Class 4000P. Concrete for pedestals and cabinets, Type PPE; PS, 47 I, FB, and RM signal standards and other foundations shall be Class 3000, Concrete 48 placed into an excavation where water is present shall be placed using an approved 49 tremie. If water is not present, the concrete shall be placed such that the free -fall is 50 vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, City of Federal Way Lakota Middle School Sidewalk Page 45 RFB ver. 1 -08 RFB # 14 -108 2014 I or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet 2 maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. 3 Steel reinforcing bars for foundations shall conform to Section 9 -07. 4 5 8- 20.3(5) Conduit 6 This sections content is deleted and replaced with the following new sub - sections: 7 8 8- 20.3(5)A General 9 The ends of all conduit, metallic and nonmetallic, shall be reamed to remove burrs and 10 rough edges. Field cuts shall be made square and true. The ends of unused conduits 11 shall be capped. When conduit caps are removed, the threaded ends of metal conduit 12 shall be provided with approved conduit bushings and non -metal conduit shall be 13 provided with end bells. 14 15 Reducing couplings will not be permitted. 16 17 Existing conduit in place scheduled for installation of new conductor(s) shall first have 18 any existing conductor(s) removed and a cleaning mandrel shall be pulled through. The 19 existing conduit shall then be prepared subject to the same requirements outlined in this 20 paragraph, for new conduit and innerduct, unless otherwise indicated in the plans. All 21 new conduit and all innerduct shall be blown clean with compressed air. Then in the 22 presence of the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, 23 shall be pulled through to ensure that the raceway has not been deformed. This shall 24 be done prior to pulling wire or fiber optic cable and after final assembly is in place. 25 Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans. 26 27 As soon as the sizing mandrel has been pulled through innerduct, a 200 -lb minimum 28 tensile strength pull string shall be installed and attached to duct plugs at both ends. 29 When conduit is installed for future use, as soon as the bushing or end bell has been 30 installed and the sizing mandrel has been pulled through, the ground wire shall be 31 installed and both ends shall be capped. 32 33 8- 20.3(5)A1 Fiber Optic Conduit 34 Where conduit to contain fiber optic cable or conduit identified to contain future fiber 35 optic cable is installed by open trenching, Detectable Underground Warning Tape 36 shall be placed 12- inches above the conduit unless otherwise detailed in the Plans. 37 Detectable Underground Warning Tape shall extend 2 -feet into boxes or vaults. 38 Splicing of the tape shall be in accordance with tape manufacturer's recommended 39 materials and procedures. 40 Location Wire shall be installed with all nonmetallic conduit that contains fiber optic 41 cable and all conduits identified to contain future fiber optic _cable. When open 42 trenching is used, the location wire shall be placed in continuous lengths directly 43 above the conduit. Where conduit is installed by other methods, the Location Wire 44 shall be attached to the outside of the conduit with electrical tape placed at 45 minimum 18 -inch intervals. Location Wire shall extend 12 -feet into boxes or vaults. 46 Splices shall be crimped using a non - insulated butt splice, soldered and covered 47 with moisture- blocking heat shrink. 48 49, 8- 20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit 50 ITS conduit and both ends of conduit runs entering cabinets, with the. exception of 51 the'/ inch grounding conduit, shall be sealed with self expanding water proof foam City of Federal Way. RFB # 14-108 Lakota Middle School Sidewalk Page 46 2014 RFB ver. 1 -08 L 2 4 5 7 8 19 20 21 r 22 23 24 9 10 11 12 ' 13 14 15 19 20 21 r 22 23 24 16 17 18 19 20 21 r 22 23 24 38 39 40 25 26 27 28 29 30 31 32 33 34 38 39 40 35 36 37 38 39 40 ' 41 42 43 44 45 46 47 ' 48 49 50 51 52 or mechanical plugs; unless otherwise required. At other locations conduit shall be sealed with Duct Seal. Outer -duct conduit with non factory assembled innerduct shall be sealed around the innerduct with self - expanding waterproof foam. Outer -duct conduit with factory assembled innerduct shall be sealed around the innerduct with a multiplex expansion plug. Innerduct containing one cable shall be plugged using an expandable split plug. Innerduct with multiple cables shall be sealed with self - expanding waterproof foam. Duct plugs shall be installed in all unused inner. -ducts (those that are specified as empty) at the time of conduit installation. Duct plugs shall be installed in all used inner -ducts (as specified in the Plans), at the time of conduit installation, unless cable pulling for those inner -ducts will commence, within 48- hours. Installation shall conform to the manufacturer's recommendations. Foam sealant shall be installed with the following additional requirements: 1. Penetration of the sealant into the conduit or duct shall be limited using a high temperature backer rod material or rag. 2. Penetration of the sealant into the conduit shall be limited to 1 -inch. 3. The foam sealant shall not project outside the end of the conduit or duct. Where open trenching is allowed and conduit with innerduct is installed, a maximum of 1000 -feet of continuous open trench will be allowed unless otherwise approved by the Engineer. 8- 20.3(5)B Conduit Type Conduit shall be PVC, high density polyethylene (HDPE), rigid metal conduit (RMC) or liquid tight flexible metal depending on the application. Rigid metal conduit (RMC) shall be installed at the following locations: 1. Within railroad right of way. 2. All pole risers, except when otherwise required by owning utilities. 3. All surface - mounted conduit, with the exception of electrical service utility poles. 4. All runs within slip form placed concrete. Service lateral runs shall be Schedule 80 PVC except when otherwise required by owning utilities. Conduit installed using the plowing method, shall be schedule 80 high - density polyethylene (HDPE). Conduit runs, including outer -duct, that enter the traveled way or shoulders, shall be Schedule 80 high - density polyethylene (HDPE), Schedule 80 PVC, or rigid . metal conduit (RMC). Conduit runs, including outer -duct, which do not enter the traveled way or shoulders, shall be Schedule 80 high- density polyethylene (HDPE), Schedule 40 PVC or rigid metal conduit (RMC). City of Federal Way Lakota Middle School Sidewalk Page 47 RFB ver. 1 -08 RFB # 14-108 2014 City of Federal Way Lakota Middle School Sidewalk Page 48 RFB ver. 1 -08 RFB # 14 -108 2014 1 Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. 2 3 Except as described under Non - Metallic Conduit, unless otherwise indicated in the 4 Plans or Standard Plans, the same type of conduit shall be used for the entire length of 5 the run, from outlet to outlet. 6 7 Innerduct shall have a smooth wall non ribbed interior surface, with factory pre - 8 lubricated coating. 9 10 Innerduct within the Traveled Way or Shoulders and innerduct which is not factory 11 installed shall be schedule 40 high - density polyethylene (HDPE). The innerduct shall be 12 continuous with no splices. Innerduct which is pulled into the outer duct in the field shall 13 be installed with an extra 2 feet of conduit beyond each end of the outer -duct and shall t 14 be allowed to finish contracting for 21 calendar days before it is terminated. Innerduct 15 shall- be terminated with end bells flush to '/ inch out of the outer -duct and the space 16 between the outer -duct and innerduct shall be sealed with rodent and moisture resistant 17 foam designed for this application and installed in accordance with the manufacturer's 18 recommendations. 19 20 8- 20.3(5)B1 Rigid Metal Conduit 21 Slip joints or running threads will not be permitted for coupling metallic conduit; 22 however, running threads will be permitted in traffic signal head spiders and rigid 23 metal conduit (RMC) outer -duct. When installing rigid metal conduit (RMC), if a 24 standard coupling cannot be used, an approved three -piece - coupling shall be used. 25 Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be 26 cleaned first and then painted with one coat of paint conforming to Section 9- 27 08.1(2)B. The paint shall have a minimum wet film thickness of 3 -mils. The painted 28 coating shall cover the entire coupling or fitting. The threads on all metal conduit 29 shall be rust -free, clean, and painted with colloidal copper suspended in a 30 petroleum vehicle before couplings are made. All metallic couplings shall be 31 tightened so that a good electrical connection will be made throughout the entire 32 length of the conduit run. If the conduit has been moved after assembly, it shall be 33 given a final tightening from the ends prior to backfilling. 34 35 Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings. 36 Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 2- inches 37 beyond the inside wall face. (for the installation of grounded end bushing and 38 bonding.) 39 Rigid metal conduit (RMC) entering concrete shall be wrapped in 2- inch -wide pipe 40 wrap tape with a minimum 1 -inch overlap for 12- inches on each side of the 41 concrete face. Pipe wrap tape shall be installed in accordance with the 42 manufacturer's recommendations. 43 44 Rigid metal conduit (RMC) bends shall have a radius consistent with the 45 requirements of Code Article 344.24 and other articles of the Code. Where factory 46 bends are not used, conduit shall be bent, using an approved conduit bending tool 47 employing correctly sized dies, without crimping or flattening, using the longest 48 radius practicable. 49 50 Where the coating on galvanized conduit has been damaged in handling or 51 installing, such damaged areas shall be thoroughly painted with paint conforming to 52 Section 9- 08.1(2)B. City of Federal Way Lakota Middle School Sidewalk Page 48 RFB ver. 1 -08 RFB # 14 -108 2014 u 1 2 Metal conduit ends shall be threaded and protected with a snug fitting plastic cap 3 that covers the threads until wiring is started. 4 5 8- 20.3 (5)B2 Non - Metallic Conduit 6 Where non - metallic conduit is installed, care shall be used in excavating, installing, 7 and backfilling, so that no rocks, wood, or other foreign material will be left in a 8 position to cause possible damage. 9 10 PVC conduit ends shall be terminated with end bell bushings. PVC or HDPE 11 conduit entering cable vaults and pull boxes shall terminate with the end bell flush 12 with the inside walls of the Structure. 13 14 Non - metallic conduit bends, where allowed, shall conform to Article 352.24 of the 15 Code. Eighteen -inch radius elbows shall be used for PVC conduit of 2 -inch nominal 16 diameter or less. Standard sweep elbows shall be used for PVC conduit with 17 greater than 2 -inch nominal diameter unless otherwise specified in the Plans. In 18 nonmetallic conduit less than 2 -inch nominal diameter, pull ropes or flat tapes for 19 wire installation shall be not less than % -inch diameter or width. In nonmetallic 20 conduit of 2 -inch nominal diameter or larger, pull ropes or flat tapes for wire 21 installation shall be not less than Y2 -inch diameter or width. When HDPE conduit is 22 used for directional boring, it shall be continuous, with no joints, for the full length of 23 the bore. The conduit run shall be extended to the associated outlets with the same 24 schedule HDPE or PVC conduit. Entry into associated junction box outlets. shall be 25 with the same schedule PVC conduit and elbows. The same requirements apply for 26 extension of an existing HDPE conduit crossing. 27 28 PVC conduit and elbows shall be connected to HDPE conduit with an approved 29 mechanical coupling. The connection shall have minimum pullout strength of 700- 30 pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first 31 be prepared with a clean, straight edge. A water -based pulling lubricant may be 32 applied to the threaded end of the mechanical coupling before installation. Solvent 33 cement or epoxy shall not be used on the threaded joint when connecting the 34 HDPE conduit to the mechanical coupling. The mechanical coupling shall be 35 rotated until the HDPE conduit seats approximately 3/ of the distance into the 36 threaded coupling depth. 37 38 For PVC installation through a directional bore, the PVC shall be in rigid sections 39 assembled to form a watertight bell and spigot -type mechanical joint with a solid 40 retaining ring around the entire circumference of the conduit installed in accordance 41 with the manufacturer's recommendations. The conduit run shall be extended 42 beyond the length of the bore, to the associated outlets with the same mechanical 43 coupled PVC or with standard PVC conduit of the same schedule. The same 44 requirements apply for extension of an existing PVC conduit. Roadway crossing. 45 46 PVC conduit shall be assembled using the solvent cement specified in Section 9- 47 29.1. 48 49 Conduit ends shall be protected with a snug fitting plastic cap until wiring is started. 50 51 Conduit caps, end bells and the section of PVC between the coupling and end bell 52 bushing in cabinet foundations shall be installed without glue. City of Federal Way Lakota Middle School Sidewalk Page 49 RFB ver. 1 -08 RFB # 14 -108 2014 2 8- 20.3(5)C Conduit Size 3 The size of conduit used shall be as shown in the Plans. Conduits smaller than 1 -inch 4 electrical trade size shall not be used unless otherwise specified, except that grounding 5 conductors at service points may be enclosed in %2- inch - diameter conduit. 6 Conduit between light standards, PPB, PS, or Type 1 poles and the nearest junction box 7 shall be the diameter specified in the Plans. Larger size conduit is not allowed at these 8 locations. At other locations it shall be the option of the Contractor, at no expense to the 9 Contracting Agency, to use larger size conduit if desired, provided that junction box or 10 vault capacity is not exceeded. Where larger size conduit is used, it shall be for the 11 entire length of the run from outlet to outlet. 12 Conduit runs with innerduct, shall have 4 -inch outer -duct and shall be installed with four 13 1 -inch innerduct unless otherwise indicated in the plans. 14 15 8- 20.3(5)D Conduit Placement 16 Conduit shall be laid so that the top of the conduit is a minimum depth of: 17 18 1. 24- inches below the bottom of curb in the sidewalk area. 19 20 2. 24- inches below the top of the roadway base. 21 22 3. 48- inches below the bottom of ties under railroad tracks unless otherwise 23 specified by the railroad company. 24 25 4. 36- inches below finish grade when installed using conduit plowing method.' S 26 27 5. 24- inches below the finish grade in all other areas. 28 29 Conduit entering through the bottom of a junction box shall be located near the end 30 walls to leave the major portion of the box clear. At all outlets, conduit shall enter from 31 the direction of the run, terminating 6 to 8- inches below the junction box lid and within 3- 32 inches of the box wall nearest its entry location. 33 34 Conduit runs shown in the Plans are for Bidding purposes only and may be relocated 35 with approval of the Engineer, to avoid obstructions. 36 37 8- 20.3(5)D1 Surface Mounting 38 Where surface mounting of conduit is required, supports shall consist of channel with 39 clamps sized for the conduit. Support spacing shall comply with the Code, with the 40 exception that spacing of channel supports for conduit shall not exceed 5 -feet. 41 The minimum distance between adjacent clamps and between the clamp and the end of 42 the channel supports shall be 1 -inch. Channel supports shall be installed with stops, to 43 prevent clamps from sliding out of the ends. 44 45 8- 20.3(5)D2 Structures 46 All conduits attached to or routed within bridges, retaining walls, and other structures 47 shall be equipped with approved expansion, deflection, and /or combination 48 expansion/deflection fittings at all expansion joints and at all other joints where structure 49 movement is anticipated, including locations where the Contractor, due to construction 50 method, installs expansion and /or construction joints with movement. All conduit fittings 51 shall have movement capacity appropriate for the anticipated movement of the Structure 52 at the joint. Approved deflection fittings shall also be installed at the joint between the City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 50 2014 RFB ver. 1-08 1 7 n J L 1 'J n 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 46 47 48 49 50 51 52 bridge end and the retaining wall end, and the transition from bridge, wall, or other structure to the underground section of conduit pipe. 8- 20.3(5)E Method of Conduit Installation Conduit shall be placed under existing pavement by approved directional boring, jacking, or drilling methods at locations approved by the Engineer. The pavement shall not be disturbed* unless allowed in the Plans or with the approval of the Engineer in the event obstructions or impenetrable soils are encountered. High density polyethylene (HDPE) conduit runs, which enter the traveled way or shoulders,' shall be installed, using the directional boring method. 8- 20.3(5)E1 Open Trenching When open trenching is allowed, trench construction shall conform to the following: The pavement shall be saw -cut a minimum of 3- inches deep. The cuts shall be parallel to each other and extend 2 -feet beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide a minimum cover for conduit of 24- inches below the top of the roadway base 4. Trench width shall be 8- inches or the conduit diameter plus 2- inches, whichever is larger. 5. Trenches located within paved Roadway areas shall be backfilled with Controlled density fill (CDF) meeting the requirements of Section 2- 09.3(1)E. The controlled density fill shall be placed level to, and at the bottom of, the existing pavement. The pavement shall be replaced with paving material that matches the existing pavement. 6. On new construction, conduit shall be placed prior to placement of base course pavement. 8- 20.3(5)E2 Conduit Plowing All conduit plowing shall be supervised by a licensed electrical Contractor. The starting point shall be anchored or held such that conduit movement at the start of the plowing operation is .kept to a minimum. The conduit reel shall be mounted on the vehicle such that conduit movement is kept to a minimum once it is in the ground. Use of a stationary reel is not allowed. The feed shoe shalt-have rollers which conform to the conduit at a radius of not less than 15 times the diameter of the conduit. The conduit will not be permitted to pass over stationary guides nor over rollers or sheaves, which will permit a bend radius of less than 15 times conduit diameter. The width of the tooth and feed shoe shall not exceed the conduit diameter by more than 2- inches The conduit shall be installed using a continuous reel, with no joints, for the full length of the conduit run, unless conduit splicing is allowed as indicated below. If an obstruction is encountered that cannot be plowed through, the following remedies shall be attempted in order: City of Federal Way Lakota Middle School Sidewalk Page 51 RFB ver. 1 -08 RFB # 14-108 2014 City of Federal Way Lakota Middle School Sidewalk Page 52 RFB ver. 1 -08 RFB # 14 -108 2014 1 1. Contractor shall stop the plowing operation and attempt to remove the 2 obstruction. If the obstruction is removed, plowing operations shall 3 continue along the approved path. 4 5 2. Deviations of up to one foot from the projected path may be authorized by 6 the Engineer, provided the new route does not result in total conduit run 7 bends exceeding NEC requirements. Deviations in excess of one foot 8 from the projected path are not allowed and the maximum taper rate is 1- 9 10 inch per linear foot of conduit. 11 3. The Contractor may request approval to intercept the installed conduit and 12 13 route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC 14 requirements. Connection between the sections shall be accomplished 15 using an approved fusion splicing method, which is compatible with the 16 conduit manufacturer's recommendations. 17 18 4. Where none of the above remedies are successful, all conduit installed so 19 far in that run shall be removed and a new plow path established to avoid 20 the obstruction. 21 22 In the event of a breakage, all conduit installed in that run shall be removed. 23 24 The conduit run shall be extended to the associated outlets, subject to the same 25 requirements indicated when HDPE is installed using the directional boring method. 26 27 The depth of installation shall be continually adjusted as necessary to compensate 28 29 for changes in terrain. 30 Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 31 36- inches below the finish grade with the exception that the conduit shall be swept 32 up to enter the knock outs of associated pull boxes or cable vaults. 33 34 The plow placing the conduit shall be marked at a proper distance above the plow's 35 conduit exit point to indicate when the minimum installation depth is not met. The 36 mark shall be visible from a safe distance from the plowing operation when it is 37 exposed above ground. While plowing this mark must remain below ground level 38 at all times, with the exception of the entry and exit points at the end of the run, in 39 order to ensure that minimum burial depth of the conduit is achieved. 40 41 If the depth mark on the plow comes above ground, the Contractor shall stop the 42 plowing operation and attempt to correct the placement depth. If the conduit depth 43 can be verified to meet the minimum burial requirements at the location where the 44 depth mark came above ground, the plowing operation shall resume subject to the 45 Engineers approval. 46 47 The compacted surface shall be firm, non - yielding, and result in a finished surface 48 that matches the lines and grades of the terrain prior to plowing. 49 50 8- 20.3(5)E3 Boring 51 Bore pits shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. 52 Directional boring, jacking or drilling pits shall be a minimum of 2 -feet from the edge City of Federal Way Lakota Middle School Sidewalk Page 52 RFB ver. 1 -08 RFB # 14 -108 2014 1 1 1 1 fl 1 F 1 L� 1 of any type of pavement, unless otherwise approved by the engineer. Excessive 2 use of water that might undermine the pavement or soften the Subgrade will not be 3 permitted. 4 5 When approved by the Engineer, small test holes may be cut in the pavement to 6 locate obstructions. When the Contractor encounters obstructions or is unable to 7 install conduit because of soil conditions, as determined by the Engineer, additional 8 Work to place the conduit will be paid in accordance with Section 1' -04.4. 9 10 8- 20.3(5)E4 Directional Boring 11 Directional boring for electrical installations shall be supervised by a licensed 12 electrical contractor in accordance with Section 8- 20.1(1). Where directional boring 13 is called for, conduit shall be installed using a surface - launched, steerable drilling 14 tool. Drilling shall be accomplished using a high - pressure fluid jet tool -head. The 15 drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the 16 conduit, and provide backfill between the conduit and tunnel. A guidance system 17 that measures the depth, lateral position, and roll shall be used to guide the tool - 18 head when creating the pilot hole. Once the pilot hole is established, a reamer and 19 swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 20 times the diameter of the conduits being installed. Conduit that is being pulled into 21 the boring shall be installed in such a manner that the conduit is not damaged 22 during installation. The pullback force on the conduit shall be controlled to prevent 23 damage to the conduit. A vacuum spoils extraction system shall be used to remove 24 any excess spoils generated during the installation. Excess drilling fluid and spoils 25 shall be disposed of. The method and location used for disposal of excess drilling 26 fluid and spoils shall be subject to the Engineer's approval. Drilling fluid returns 27 (caused by fracturing of formations) at locations other than the entry and exit points 28 shall be minimized. Any drilling fluid that surfaces through fracturing shall be 29 cleaned up immediately. Mobile spoils - removal equipment capable of quickly 30 removing spoils from entry or exit pits and areas with returns caused by fracturing 31 shall be used as necessary during drilling operations. 32 33 8- 20.3(5)E5 Boring with Casing 34 Where boring with casing is called for, the casing shall be placed using an auger 35 inside the casing to remove the soil as the casing is jacked forward. The auger 36 head shall proceed no more than 4- inches ahead of the pipe being jacked. Boring 37 operations shall be conducted to prevent caving ahead of the pipe. Installed casing 38 pipe shall be free from grease, dirt, rust, moisture, and any other deleterious 39 contaminants. 40 41 The space between the conduit and casing shall be plugged with sandbags -and a 42 grout seal 12- inches thick at each end of the casing. Casing abandoned due to an 43 encountered obstruction shall be grout sealed in the same manner. Grout shall 44 conform to Section 9- 20.3(4). 45 46 In lieu of sandbags and grout, unopened prepackaged concrete and grout may be 47 used to seal the casing. 48 49 Material shall not be removed from the boring pit by washing or sluicing. 50 All joints shall be welded by a Washington State certified welder. Welding shall 51 conform to AWS D 1.1 -80 Structural Welding Code, Section 3, Workmanship. 52 City of Federal Way Lakota Middle School Sidewalk Page 53 RFB ver. 1 -08 RFB # 14-108 2014 1 8- 20.3(8) Wiring 2 The fifteenth through seventeenth paragraphs are revised to read: 3 4 When conductors, either cable or single, are being installed, the Contractor shall not 5 exceed the tension limitations recommended by the manufacturer. Conductors may be 6 pulled directly by hand, or with mechanical assistance. If conductors are pulled by any 7 mechanical means, a dynamometer with drop - needle hand shall be used on every 8 mechanically assisted pull. 9 10 On mechanically assisted pulls, insulation shall be stripped off the individual conductor 11 and the conductor formed into a pulling eye and firmly attached to the pulling rope /tape, 12 or a cable grip shall be used. The Contractor shall determine the maximum allowable 13 pulling tension, taking into account the direction of the pull, type of raceway, cable 14 geometry, weight of the cable, the coefficient of friction, and side wall pressure, using 15 the information from the cable manufacturer. If there are bends in the raceway or 16 sheaves are used for the cable pull, the Contractor shall use the cable manufacture's 17 side wall pressure limits to determine the maximum pulling tension. The maximum 18 pulling force applied directly to the conductor when pulling eyes are used or when the 19 conductor is formed into a loop, shall be limited to that shown in the following table for 20 copper conductor. When a cable grip is applied over nonmetallic sheathed cables, the 21 maximum pulling force shall be limited to 1,000 - pounds provided this is not in excess of 22 the force as determined above. 23 Conductor Pounds 8 132 6 210 4 334 3 421 2 531 1 669 1/0 845 2/0 1,065 3/0 1,342 4/0 1,693 2501Ccmil 2,000 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 54 2014 RFB ver. 1-08 1 t 16 8 -21.2 Materials 17 500Kcmil 4,000 1 2 Adequate lubrication of the proper type to reduce friction in conduit and duct pulls shall 3 be utilized. The grease and oil -type lubricants used on lead sheathed cables shall not 4 5 be used on nonmetallic sheathed cables. 6 8- 20.3(9) Bonding, Grounding 7 The first sentence in the second paragraph is replaced with the following two sentences: 8 Fabrication shall conform to the applicable requirements of Section 6 -03 and 9 -06. 9 All conduit installed shall have an equipment ground conductor installed in addition to 10 the conductors noted in the Contract. Conduit with innerducts shall have an equipment 11 ground conductor installed in each innerduct that has an electrical conductor. 12 sign structure members and connection elements, shall be performed in the shop, under 13 8- 21.AP8 14 Section 8 -21, Permanent Signing 15 January 7, 2013 16 8 -21.2 Materials 17 The third sentence is revised to read: 18 19 Materials for sign mounting shall conform to Section 9- 28.11. 20 21 8- 21.3(9)A Fabrication of Steel Structures 22 23 The first sentence in the first paragraph is revised to read: 24 Fabrication shall conform to the applicable requirements of Section 6 -03 and 9 -06. 25 26 This section is supplemented with the following: 27 28 All fabrication, including repairs, adjustments or modifications of previously fabricated 29 sign structure members and connection elements, shall be performed in the shop, under 30 an Engineer approved shop drawing prepared and submitted by the Contractor for the 31 original fabrication or the specific repair, adjustment or modification. Sign structure 32 fabrication repair, adjustment or modification of any kind in the field is not permitted. If 33 fabrication repair, adjustment or modification occurs after a sign structure member or 34 connection element has been galvanized, the entire member or element shall be re- 35 galvanized in accordance with AASHTO M 111. 36 37 8- 21.3(9)B Vacant 38 This section including title is revised to read: 39 40 8- 21.3(9)B Erection of Steel Structures 41 42 Erection shall conform to the applicable requirements of Sections 6 -03 and 8- 21.3(9)F. Section 8- 21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to 43 completion of the shaft cap portion of one foundation for one post provided the following 44 conditions are satisfied: 45 . 46 1. The Contractor shall submit design calculations and working drawings of the 47 temporary supports and falsework supporting the sign bridge near the location 48 of the incomplete foundation to the Engineer for approval in accordance with 49 Section 6 -01.9. The submittal shall include the method of releasing and City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 55 2014 RFB ver. 1 -08 City of Federal Way Lakota Middle School Sidewalk Page 56 RFB ver. 1 -08 RFB # 14 -108 2014 1 removing the temporary supports and falsework without inducing loads and 2 stress into the sign bridge. 3 4 2. The Contractor shall submit the method used to secure the anchor bolt array in 5 proper position with the sign bridge while casting the shaft cap concrete to 6 complete the foundation. 7 8 3. The Contractor shall erect the sign bridge and temporary supports and 9 falsework, complete the remaining portion of the incomplete foundation, and 10 remove the temporary supports and falsework, in accordance with the working 11 drawing submittals as approved by the Engineer. 12 13 8- 21.3(9)F Foundations 14 The following new paragraph is inserted after the second paragraph: 15 16 Concrete placed into an excavation where water is present shall be placed using an 17 approved tremie. If water is not present, the concrete shall be placed such that the free - 18 fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing 19 bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5- 20 feet maximum free -fall shall not apply to placement of Class 4000P concrete into a 21 shaft. 22 23 The ninth paragraph (after implementing the preceding Amendment) is replaced with the 24 following three new paragraphs: 25 26 After construction of concrete foundations for sign bridge and r cantilever sign structures, 27 the Contractor shall survey the foundation locations and elevations, the anchor bolt 28 array locations and lengths of exposed threads. The Contractor shall confirm that the 29 survey conforms to the sign structure post, beam, span and foundation design geometry 30 shown in the Plans, and shall identify any deviations from the design geometry shown in 31 32 the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of 33 addressing the deviations, including removal and reconstruction of the shaft cap portion 34 of the affected concrete foundation as outlined in this Section, or fabrication repair, 35 adjustment or modification, with associated shop drawings, in accordance with Section 36 8- 21.3(9)A. 37 38 If the Contractor's survey indicates that a concrete foundation has been constructed 39 incorrectly for a sign structure that has already been fabricated, the Contractor may 40 remove and reconstruct the shaft cap portion of the foundation, in accordance with 41 Section 1- 07.13, provided the following conditions are satisfied: 42 43 1. The Contractor shall submit the method and equipment to be used to remove 44 the portion of the concrete foundation to be removed and reconstructed to the 45 Engineer for approval in accordance with Section 1 -05.3. The submittal shall 46 include confirmation that the equipment and the method of operation is 47 appropriate to ensure that the existing anchor bolt array and primary shaft 48 vertical steel reinforcing bars will not be damaged. 49 50 2. All steel reinforcing bars, except for steel reinforcing bars extending from the 51 bottom portion of the foundation to remain, shall be removed and disposed of 52 in accordance with Sections 2 -02.3 and 2- 03.3(7)C, and shall be replaced with City of Federal Way Lakota Middle School Sidewalk Page 56 RFB ver. 1 -08 RFB # 14 -108 2014 1 17 n n fJ 1 new steel reinforcing bars conforming to the size, dimensions and geometry 2 shown in the Plans. All concrete of the removed portion of the foundation shall 3 be removed and disposed of in accordance with Sections 2 -02.3 and 2- . 4 03.3(7)C. 5 6 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as 7 necessary in accordance with Section 6- 02.3(24)C to provide clearance for the 8 anchor bolt array. 9 10 Sign structures shall not be erected on concrete foundations until the Contractor 11 confirms that the foundations and the fabricated sign structures are either compatible 12 with each other and the design geometry shown in the Plans, or have been modified in 13' accordance with this- Section and as approved by the Engineer to be compatible with 14 each other, and the foundations have attained a compressive strength of 2,400 -psi. 15 16 Item number 4 in the twelfth paragraph (after implemented the preceding Amendments) is 17 revised to read: 18 19 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the 20 shaft cap (the portion containing the anchor bolt array assemblies above the 21 construction joint at the top of the shaft) shall be Class 4000. 22 23 Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments) is 24 revised to read: 25 26 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 27 28 8 -21.5 Payment 29 This section is supplemented with the following: 30 31 All costs in connection with surveying completed concrete foundations for sign bridges 32 and cantilever sign structures shall be included in the lump sum contract price for 33 "Structure Surveying ", except that when no Bid item is included in the Proposal for 34 "Structure Surveying" then such costs shall be included in the lump sum contract 35 price(s) for "Sign Bridge No. " and "Cantilever Sign Structure No. 36 37 38 8- 22.AP8 39 Section 8 -22, Pavement Marking 40 January 7, 2013 41 8- 22.3(3)D Line Applications 42 The last paragraph is supplemented with the following: 43 44 Grooved line pavement marking shall not be constructed on bridge decks or on bridge 45 approach slabs. 46 47 8- 22.3(6) Removal of Pavement Markings 48 The following two new sentences are inserted after the first sentence: 49 City of Federal Way Lakota Middle School Sidewalk Page 57 RFB ver. 1 -08 RFB # 14-108 2014 1 2 4 5 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 Grinding to remove painted markings is not allowed. Grinding to remove plastic marking is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. 8 -22.4 Measurement The items "Painted Wide paragraph. Line" and "Plastic Wide Line" are deleted from the fourth The sixth paragraph is revised to read: Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4-inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed. Crosswalk line will be measured by the square foot of marking installed. The following two new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic. Crosshatch Marking ". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8 -inch or 12 -inch wide line installed. 8 -22.5 Payment The bid items "Painted Wide Line ", per linear foot and "Plastic Wide Line ", per linear foot are deleted from this section. This section is supplemented with the following two new, bid items: "Painted Crosshatch Marking ", per linear foot. "Plastic Crosshatch Marking ", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8 -22. 8- 25.AP8 Section 8 -25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted. 8- 25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8- 12.3(1)A. The last paragraph is revised to read: City of Federal Way Lakota Middle School Sidewalk Page 58 RFB ver. 1 -08 RFB # 14 -108 2014 City of Federal Way Lakota Middle School Sidewalk Page 59 RFB ver. 1 -08 RFB # 14-108 2014 1 All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a 2 watertight top securely fastened to the post. Line posts shall have tops designed to 3 cant' the top tension wire. 4 5 8- 25.3(5) Tension Cables 6 This sections content including title is deleted: 7 8 8- 25.3(6) Fittings, Attachments, and Hardware 9 This sections content including title is deleted. 10 11 8- 29.AP8 12 13 Section 8 -29, Wire Mesh Slope Protection January 7, 2013 14 15 This section is deleted in its entirety and replaced with the following: 16 8 -29 Wire Mesh Slope Protection 17 8 -29.1 Description 18 This Work consists of fumishing and installing the anchors and the wire mesh slope 19 protection in accordance with these Specifications and the details shown in the Plans and in 20 conformity with the lines and dimensions shown in the Plans or established by the Engineer. 21 22 8 -29.2 Materials 23 Materials shall meet the requirements of Section 9 -16.4. 24 25 8 -29.3 Construction Requirements 26 8- 29.3(1) Submittals 27 The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a 28 minimum of seven calendar days prior to beginning the work. The wire mesh slope 29 protection plan shall include the following: 30 31 1. Plan sheets for anchor layout and installation, and the equipment and process 32 33 used to confirm the capacity ' of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as 34 completed by an independent testing laboratory within 60 calendar days of the 35 wire mesh slope work. 36 37 2. Working drawings for the temporary yoke or load frame to be used for anchor 38 proof testing in accordance with Section 6 -01.9. 39 40 3. Plans and details for assembling wire mesh and erecting the assembled mesh 41 on the slope. 42 43 All costs for the Work required for Submittals shall be included in the unit Bid price 44 detailed in Section 8 -29.5. 45 46 8- 29.3(2) Anchors 47 The Contractor shall install anchors of the type shown in the Plans and in conformance r49 48 with the layout shown in the Wire Mesh Protection Plan as described in Section 8- 29.3(1). The spacing and number of the anchors and wire ropes as shown in the Plans 50 are approximate only, and upon review of the wire mesh slope protection plan, the City of Federal Way Lakota Middle School Sidewalk Page 59 RFB ver. 1 -08 RFB # 14-108 2014 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 Engineer may arrange the spacing to better hold the wire mesh against the slope. Backfill material shall be thoroughly compacted with a mechanical compactor. The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the minimum allowable anchor capacity specified in the Plans. Proof testing of anchors shall be performed against a temporary yoke or load frame. No part of the temporary yoke or load frame shall bear within three feet of the anchor being tested. For vertical pullout proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes with no loss of load. Anchors that fail this criterion shall be replaced and retested. If more than three anchors fail, the Contractor shall proof test all anchors. 8- 29.3(3) Wire Rope All wire rope loops shall include a thimble. No wire rope splicing will be allowed. 8- 29.3(4) Wire Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown in the Plans. High tensile steel fasteners on the vertical seams shall be staggered across width of the seam. Horizontal splices joining 2 rolls of mesh shall be made by overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires through every mesh opening or using 4 rows of high tensile steel fasteners placed on approximately 3 -inch spacing. All top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibility of falling material hanging up in the folds. The bottom of the mesh shall be located as shown in the Plans. The ends of all lacing wires shall be secured to the mesh with a minimum of 1 % -tums. The wire mesh shall not be tensioned in any direction, but is to remain loose so as to increase its dampening effect on rolling rocks. The Contractor shall use care in the handling and installing of the wire mesh and wire rope. Any mesh or wire rope damaged due to the Contractor's operations shall be replaced by the Contractor at no expense to the Contracting Agency. 8 -29.4 Measurement Measurement of anchors will be per each for the completed anchor. Anchor types will not be differentiated. Wire mesh slope protection will be measured by the square foot of wire mesh erected on the slope. There will be no deduction made for overlapping the wire mesh material as required for splices or for coverage due to variations in the slope or ground conditions. 8 -29.5 Payment . Payment will be made in accordance with Section 1 -04.1, for each of the following Bid items that are included in the Proposal: "Wire Mesh Slope Protection Anchor", per each. The unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described in Sections 8- 29.3(1) and 8- 29.3(2). "Wire Mesh Slope Protection ", per square foot The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for all costs for the Work described in Section 8- 29.3(3) and 8- 29.3(4). City of Federal Way Lakota Middle School Sidewalk Page 60 RFB ver. 1 -08 RFB # 14 -108 2014 1 9- 02.AP9 2 Section 9 -02, Bituminous Materials 3 August 5, 2013 4 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt". 5 6 9 -02.1 Asphalt Material, General i 7 In this section, "Cationic Emulsified Asphalt" is revised to read "Emulsified Asphalt". 9 The first paragraph is revised to read: 10 11 Asphalt furnished under these Specifications shall not have been distilled at a 12 temperature high enough to produce flecks of carbonaceous matter, and upon arrival at 13 the Work, shall show no signs of separation into lighter and heavier components. 14 15 9- 02.1(6) Cationic Emulsified Asphalt 16 The "Cationic Emulsified Asphalt Table" is revised to read: 17 Cationic Emulsified Asphalt Table Tests on Emulsified Asphalts: Viscosity T 59 20 100 20 10 SFS @ (25-C) viscosity T 59 20 100 150 400 50 450 50 450 50 450 SFS 122 °F F (`0 -C) Storage T 59 1 1 1 1 1 1 1 stability test 1 day Demulsibili ty 35 ml 0.8% sodium dioctyl sulfosucci T 59 40 40 nate, %' Particle T 59 Pos Pos Pos Pos Pos os° os° charge ' test Sieve T 59 P.10 0.10 .10 0.10 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 61 2014 RFB ver. 1 -08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Test, % Cement mixing T 59 2.0 2.0 test, % Distillation: Oil distillate by vol. T 59 3 1.5 3 20 12 12 Of emulsions Residue, T 59 60 65 60 65 65 57 57 Tests on residue from - distillation tests: Penetratio n, 770F T 49 100 250 100 250 100 250 100 250 40 90 100 250 40 90 (25 °C) Ductility, 77°F (25 °C) T 51 40 40 40 40 40 40 40 5 cm/min., cm Solubility in T 44 97.5 97.5 97.5 97.5 97.5 97.5 97.5 trichloroet hylene, % The demulsibility test shall be made within 30 days from date of shipment. If the particle charge test for CSS -1 and CSS -1 h is inconclusive, material having a maximum pH value of 6.7 will be acceptable. 9- 02.1(6)A Polymerized Cationic Emulsified Asphalt CRS -2P The first paragraph (except for the table) is revised to read: CRS -21P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing of the emulsified asphalt. CRS -2P shall meet the following requirements: Footnote 1 below the table is revised to read: 1. Distillation modified to use 300 grams of emulsified asphalt heated to 350 °F f 9 °F and maintained for 20 minutes. 9- 02.1(8) Flexible Bituminous Pavement Marker Adhesive The fifth row in the table is revised to read: Ductility, 39.2 °F, 1 cm /minute, cm I AASHTO T 51 15 Min. City of Federal Way Lakota Middle School Sidewalk RFB ver. 1 -08 Page 62 RFB # 14 -108 2014 f] 1 1 1 U 1 2 9 -02.4 Anti - Stripping Additive 3 This section is revised to read: 4 5 Anti- stripping additive shall be a product listed in the current WSDOT Qualified Products 6 List (QPL). 7 8 9- 03.AP9 9 Section 9 -03, Aggregates 10 August 5, 2013. 11 9- 03.1(1) General Requirements 12 The eighth paragraph is deleted. 13 14 9 -03.6 Aggregate for Asphalt Treated Base (ATB) 15 This section including title is deleted in its entirety and replaced with the following: 16 17 Vacant 18 19 9- 03.8(4) Blending Sand 20 This sections including title is revised to read: 21 22 Vacant 23 24 9 -03.13 Backfill for Sand Drains 25 This section is supplemented with the following: 26 27 That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 28 percent by weight of wood waste. 29 30 9- 03.13(1) Sand Drainage Blanket 31 The last paragraph is revised to read: 32 33 That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 34 percent by weight of wood waste. 35 36 9- 03.14(1) Gravel Borrow 37 Note' is deleted, including the reference in the table. 38 39 9- 03.14(2) Select Borrow 40 Note' is deleted. 41 42 Note 2 is re- numbered Note', including the reference in the table. 43 44 9- 03.14(4) Gravel Borrow for Geosynthetic Retaining Wall 45 This section including title is revised to read: 46 47 Gravel Borrow for Structural Earth Wall 48 All backfill material within the reinforced zone'for structural earth walls shall consist of 49 granular material, either naturally occurring or processed, and shall be free draining, 50 free from organic or otherwise deleterious material. The material shall be substantially City of Federal Way Lakota Middle School Sidewalk Page 63 RFB ver. 1 -08 RFB # 14-108 2014 1 2 4 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: All percentages are by weight Property Geosynthetic Reinforcement Metallic Reinforcement Sieve Size Percent Passing Percent Passing 4 Reinforcement 99 -100 2 Requirements 75 -100 1 '/< " 99 -100 35 percent max. 1" 90-100 No. 4 50-80 50 -80 No. 40 30 max. 30 max. No. 200 7.0 max. 7.0 max. Sand Equivalent 50 min. 50 min. All percentages are by weight Property Test Method Geosynthetic Metallic Reinforcement Reinforcement Requirements Requirements Los Angeles Wear AASHTO T 96 35 percent max. 35 percent max 500 rev. Degradation Factor WSDOT Test Method T 15 min. 15 min. 113 Resistivity WSDOT Test Method T 3,000 ohm -cm, 417 min. pH WSDOT Test Method 4.5 -9 5 -10 113 Chlorides AASHTO T 291 100 max. Sulfates AASHTO T 290 200 max. If the resistivity of the gravel borrow equals or exceeds 5,000 ohm -cm, the specified chloride and sulfate limits may be waived. Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 9- 03.21(1) General Requirements The first sentence in the first paragraph is revised to read: Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used as, or blended uniformly with naturally occurring materials for aggregates. 9- 03.21(1)C Vacant This section including title is revised to read: 9- 03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to City of Federal Way Lakota Middle School Sidewalk Page 64 RFB ver. 1 -08 RFB # 14 -108 2014 7 1 1 I7 I the Project Engineer that the recycled glass meets the physical properties and 2 deleterious substances requirements in AASHTO M -318. 3 4 9- 03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled 5 Material 6 In the table, the row containing the item "Aggregate for Asphalt Treated Base (ATB)" is 7 deleted. 8 9 The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in 10 the table. 11 12 In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning 13 with the item "Ballast" and continuing down until the last item in the table. 14 15 9- 04.AP9 16 Section 9 -04, Joint And Crack Sealing Materials 17 January 7, 2013 18 9 -04.2 Joint Sealants 19 This section is supplemented with the following new sub - sections: 20 21 9- 04.2(3) Polyurethane Sealant 22 Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. 23 24 Polyurethane sealant shall be compatible with the closed cell foam backer rod. When 25 required, compatibility characteristics of sealants in contact with backer rods shall be 26 determined by Test Method ASTM C 1087. 27 28 944.2(3)A Closed Cell Foam Backer Rod 29 Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 30 1330 Type C. 31 32 9 -04.10 Crack Sealing — Rubberized Asphalt 33 This section is deleted. 34 35 9 -04.11 Butyl Rubber and Nitrile Rubber 36 This sections number is revised to read: 37 38 9 -04.10 39 40 9- 05.AP9 41 Section 9 -05, Drainage Structures, Culverts, and Conduits 42 January 7, 2013 43 9 -05.0 Acceptance by Manufacturer's Certification 44 This section including title is revised to read: 45 46 9 -05.0 Acceptance and Approval of Drainage Structures, and Culverts 47 The Drainage Structure or Culvert may be selected from the Qualified Products List, or 48 submitted using a Request for Approval of Materials (RAM) in accordance with Section 49 1 -06. City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 65 2014 RFB ver. 1 -08 1 2 4 5 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 t Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material 9- 05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 60 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -Inch i Through 60 Inch Diameter Maximum), Couplings, and Fittings This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer". The second paragraph is revised to read: r Joints for corrugated polyethylene culvert pipe shall be made with either a bell /bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. This section is supplemented with the following: City of Federal Way Lakota Middle School Sidewalk Page 66 RFB ver. 1 -08 RFB # 14 -108 2014 G I � 1 2 Corrugated polyethylene culvert pipe manufacturers shall participate in the National 3 Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density 4 Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying 5 they are NTPEP compliant. 6 7 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings 8 The word "producer" is revised to read "manufacturer". 9 10 The first paragraph is revised to read: 11 12 13 Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTQ M 294 Type S or D. The maximum pipe diameter for 14 corrugated polyethylene storm sewer pipe shall be the diameter for which a 15 manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory 16 welded. 17 18 This section is supplemented with the following: 19 20 Corrugated polyethylene culvert pipe manufacturers shall participate in the National 21 Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density 22 Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying 1 23 they are NTPEP compliant. 24 25 9 -05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and 26 Polypropylene Sanitary Sewer Pipe 27 This sections content is deleted and replaced with the following: 28 29 All joints for polypropylene pipe shall be made with a bell /bell or bell and spigot coupling 30 and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 31 32 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. 33 34 Qualification for each producer of polypropylene storm sewer piperrequires joint system 35 conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 36 and a formal quality control plan for each plant proposed for consideration. 37 38 A Manufacturer's Certificate of Compliance shall be required and shall accompany the 39 materials delivered to the project. The certificate shall clearly identify production lots for 40 all materials represented. The Contracting Agency may conduct verification tests of pipe 41 stiffness or other properties it deems appropriate. 42 43 This section is supplemented with the following new sub - sections: 44 45 9- 05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe 46 Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 47 48 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. . 49 50 2. For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. 51 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 67 2014 RFB ver. 1 -08 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 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9- 05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches: ASTM F2736.. 2. For pipe sizes from 30 to 60 inches: ASTM F2764. 3. Fittings shall be factory welded, injection molded or PVC. 9- 06.AP9 Section 9-06, Structural Steel and Related Materials April 1, 2013 9- 06.5(3) High Strength Bolts In this section, " AASHTO M 291" is revised to read "ASTM A 563 ", " AASHTO M 164" is revised to read "ASTM A 325 ", " AASHTO M 293" is revised to read "ASTM F 436 ", " AASHTO M 253" is revised to read "ASTM A 490 ", and " AASHTO M 298" is revised to read "ASTM B 695 ". 9- 06.5(4) Anchor Bolts In this section, " AASHTO M 291" is revised to read "ASTM A 563 ". 9- 07.AP9 Section 9 -07, Reinforcing Steel August 6, 2012 9 -07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. 9- 10.AP9 Section 9 -10, Piling April 2, 2012 9 -10.4 Steel Pile Tips and Shoes In the first paragraph "ASTM A 148 Grade 60 -90" is revised to read "ASTM A 148 Grade 90- 60 ". City of Federal Way Lakota Middle School Sidewalk Page 68 RFB ver. 1 -08 RFB # 14 -108 2014 1' 1 1 9- 13.AP9 2 Section 9 -13, Riprap, Quarry Spalls, Slope Protection, & Rock for Erosion and 3 Scour Protection and Rock Walls 4 April 1, 2013 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 9- 13.5(1) Semi -Open Concrete Masonry Units Slope Protection In this section, "ASTM C 90" is revised to read "ASTM C 1319 ". 9- 14.AP9 Section 9 -14, Erosion Control and Roadside Planting August 5, 2013 9 -14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total. nitrogen, available phosphoric acid, and water - soluble potash or sulfur in the amounts specified. 9- 14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9- 14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Barium — < 80 mg/kg Boron — < 160 mg/kg Cadmium — < 2 mg/kg Total Chromium — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel —< 2 mg/kg Selenium — < 10 mg/kg Strontium — < 40 mg/kg Zinc — < 30 mg/kg Water Holding ASTM D 7367 800 percent minimum Capacity 9- 14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9- 14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with City of Federal Way Lakota Middle School Sidewalk Page 69 RFB ver. 1 -08 RFB #14 -108 2014 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9- 14.4(8) Compost The second paragraph is revised to read: Compost production and quality shall comply with WAC 173 -350 and for biosolids composts, WAC 173 -308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting ( TMECC) 02.02 -B, °Sample Sieving for Aggregate Size Classification ". Fine compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 1" 100 /8" 90 - 100 VV 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 /8" 85 100 ' /." 70 85 Note Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Pa Minimum Maximum 2" 100 1" 90 100 ;4" 70 100 '' /," 40 60 [l Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio 1 shall be calculated using the dry weight of "Organic Carbon" using City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 70 2014 RFB ver. 1 -08 I7 C] f] L ri 1 11 1 J 1 1 TMECC 04.01A divided by the dry weight of "Total N" using TMECC 2 04.02D. 3 4 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. 5 Composting Council TMECC 04.11 -A, "1:5 Slurry pH ". 6 7 3. Physical contaminants, defined in WAC 173 -350 (plastic, concrete, ceramics, 8 metal, etc.) shall be less than 0.5 percent by weight as determined by U.S. 9 Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 10 11 4. Minimum organic matter shall be 40 percent by dry weight basis as determined 12 by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter 13 Method (1-01) ". 14 15 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in 16 accordance with U.S. Composting Council TMECC 04.10 "Electrical 17 Conductivity." 18 19 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting 20 Council TMECC 05.05 -A, "Germination and Root Elongation ". 21 22 7. Stability shall be 7 -mg CO2 —C /g OM /day or below in accordance with U.S. 23 Composting Council TMECC 05.08 -13 "Carbon Dioxide Evolution Rate ". 24 25 8. The compost product shall originate from organic feedstocks as defined in 26 WAC 173 350 as "Wood waste "Yard debris ", "Post - consumer food waste "; 27 "Pre - consumer animal -based wastes ", and /or "Pre- consumer vegetative 28 waste ". The Contractor shall provide a list of feedstock sources by percentage 29 in the final compost product. 30 31 9. The Engineer may also evaluate compost for maturity using U.S. Composting 32 Council TMECC 05.08 -E "SolvitaO Maturity Index ". Fine compost shall score a 33 number 6 or above on the Solvita® Compost Maturity Test. Medium and 34 Coarse compost shall score a 5 or above on the Solvita® Compost Maturity 35 Test. 36 37 9- 14.4(8)A Compost Approval 38 This section's title is revised to read: 39 40 9- 14.4(8)A Compost Submittal Requirements 41 42 The first sentence in this section up until the colon is revised to read: 43 44 The Contractor shall submit the following information to the Engineer for approval: 45 46 Item No. 2 in the first paragraph is revised to read: 47 48 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the 49 Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum 50 Functional Standards for Solid Waste Handling) or for biosolid composts a copy of 51 the Coverage Under the General Permit for Biosolids Management issued to the City of Federal Way Lakota Middle School Sidewalk Page 71 RFB ver. 1 -08 RFB # 14-108 2014 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 manufacturer by the Department of Ecology in accordance with WAC 173 -308 (Biosolids Management). 9 -14.5 Erosion Control Devices This section is supplemented with the following new sub - section: 9- 14.5(9) High Visibility Silt Fence High visibility silt fence shall be a minimum of 5 feet in height, high visibility orange, UV stabilized and shall meet the geotextile requirements in Section 9 -33 Table 6. Support posts shall be in accordance with the Standard Plans. The posts shall have sufficient strength and durability to support the fence through the life of the project. 9- 14.5(1) Polyacrylamide (PAM) The fourth sentence is replaced with the following two new sentences: The minimum average molecular weight shall be greater than 5 -mg /mole. The charge density shall be no less than 15 percent and no greater than 30 percent. 9- 14.5(2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following: 9- 14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span not to exceed 2 years. The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9- 14.5(2)B, 9 -1 4.5(2)C and 9- 14.5(2)D. 9- 14.5(2)A Approval and Acceptance of Biodegradable Erosion Control Blankets The erosion control blanket may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The modified acceptance criteria are defined in the QPL for each material. 9- 14.5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS** Soil Texture Triangle City of Federal Way Lakota Middle School Sidewalk Page 72 RFB ver. 1 -08 RFB # 14-108 2014 C 2 3 4 5 6 7 8 9 10 11 12 Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area Requirements Light ASTM D 6567 44 % maximum Penetration cumulative R- Factor<231 Tensile Strength ASTM D 6818 10.0 x 6.0 pounds/inch minimum MD x XD* loam as defined by the Tensile ASTM D 6818 38% x 33% maximum Elongation MD x Soil Texture Triangle XD* ASTM D 6475 7.6 oz. /sq. yd. minimum *MD is Machine Design and XD is Cross Direction **Natural Resource Conservation Services 9- 14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1(H:V) Table 7 Properties ASTM Test Method Slope Flatter than 3:1 Requirements Protecting ASTM D 6459 C factor = 0.15 maximum for Slopes from cumulative R- Factor<231 Rainfall - induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area Light ASTM D 6567 40% maximum Penetration Tensile Strength ASTM D 6818 6.5 x 2.3 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)D Biodegradable Erosion Control Blanket for Ditches Table 8 City of Federal Way Lakota Middle School Sidewalk Page 73 RFB ver. 1 -08 RFB # 14-108 2014 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 Properties Test Method Requirements Performance in ASTM D 6460 Limiting Shear (TL;m;t) = 2.0 psf Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS ** Limiting Velocity (Vumft) = 7.5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. yd. minimum Area Light ASTM D 6567 65 % maximum Penetration Tensile Strength ASTM D 6818 9.6 x 3.2 Ibs /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(3) Clear Plastic Covering This section including title is revised to read: Plastic Covering Plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting. 9- 14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9- 14.5(4) Check Dams All materials used for check dams shall be non -toxic and not pose a threat to wildlife when installed. This section is supplemented with the following new sub - sections: 9- 14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9- 14.5(5) Compost Sock Check Dam 9- 14.5(6) Coir Log Check Dam 9- 14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: City of Federal Way Lakota Middle School Sidewalk Page 74 RFB ver. 1 -08 RFB # 14-108 2014 1 1 � I E 1 im I 1 Fill 11 1 2 1. Made of natural plant fiber. 3 4 2. Netting if present shall be biodegradable. 5 6 3. Straw bales shall not be used as check dams. 7 8 9- 14.5(4)B Non - biodegradable Check Dams 9 Non - biodegradable check dams shall meet the following requirements: 10 11 1. Geotextile materials shall conform to section 9 -33 for silt fence. 12 13 2.. Other such devices that fulfill the requirements of section 9- 14.5(4) and shall 14 be approved by the Engineer prior to installation. 15 16 9- 14.5(5) Wattles 17 The second sentence in the first paragraph is revised to read: 18 19 Wattle shall be a minimum of 8- inches in diameter. 20 21 The first sentence in the second paragraph is revised to read: 22 23 Compost filler shall be Medium Compost and shall meet the material requirements as 24 specified in Section 9- 14.4(8). 25 26 The last paragraph is revised to read: 27 28 Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine 29 species. Wood stakes shall be 2 by 2 -inch nominal dimension and a minimum 24 inched 30 in length, 31 32 9- 14.5(6) Compost Socks 33 In this section, "Coarse Compost" is revised to read "Medium Compost ". 34 35 The last paragraph is revised to read: 36 37 Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or 38 pine species. Wood stakes shall be 2 by 2 -inch nominal dimension and a minimum 24 39 inches in length. 40 41 9- 14.5(8) High Visibility Fencing 42 The first paragraph is revised to read: 43 44 High visibility fence shall be UV stabilized, orange, high - density polyethylene or 45 polypropylene mesh. 46 47 9- 14.6(1) Description 48 In item No. C in the fourth paragraph, "22 -inch" is revised to read "2- inch ". 49 City of Federal Way Lakota Middle School Sidewalk Page 75 RFB ver. 1-08 RFB # 14108 2014 I 9- 15.AP9 2 Section 9 -15, Irrigation System 3 April 1, 2013 4 9- 15.1(2) Polyvinyl Chloride Pipe and Fittings 5 In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785 ". 6 7 9- 16.AP9 8 Section 9 -16, Fence and Guardrail 9 August 5, 2013 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 9- 16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: Except as noted otherwise, post material shall conform to the requirements of AASHTO M 181, Type 1 (zinc - coated steel), Grade 1 or 2, and shall include all round and roll - formed material (line posts, brace posts, end posts, comer posts, and pull posts). The last sentence in the fourth paragraph is deleted. 9- 16.1(1)C Tension Wire and Tension Cable This section including title is revised to read: 9- 16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. 9- 16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. 9- 16.1(2) Approval This section is deleted. 9- 16.2(2) Approval This section is deleted. 9- 16.3(2) Posts and Blocks The first sentence in the first paragraph is revised to read: Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), or ammoniacal copper zinc arsenate (ACZA), treated timber, or galvanized steel (galvanized steel posts only — no blocks). The following reference is deleted from the third paragraph: ACA 0.50 lbs. pcf The sixth paragraph is deleted. City of Federal Way Lakota Middle. School Sidewalk Page 76 RFB ver. 1 -08 RFB # 14-108 2014 F, 1 E C E I r-I L F F�l L F' 2 4 5 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 45 46 47 48 49 50 51 52 9- 16.4(2) Wire Mesh This section is revised to read: The galvanized wire mesh shall be a Style 1 double - twisted hexagonal mesh conforming to ASTM A 975 with 8 by 10 opening, except when a colorized, polyvinyl chloride coating is required then the Style shall be a. Style 3. The longitudinal edges of the wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975. 9- 16.4(3) Wire Rope This section is revised to read: Wire rope shall be 3/- inch - diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM A 1023. 9- 16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop- forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 Ibs; and meet performance requirements of Federal Specification RR -C -271 D Type VI. Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet performance requirements of Federal Specification FF -T 276b Type II. Wire rope clips shall have drop- forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF -C-450 Type I Class 1. 9- 16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9- 16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire shall consist of 9 gauge, zinc - coated steel wire conforming to ASTM A 641. 9- 16.4(6) Grout This section including title is deleted. 9- 16.4(7) Anchor This section including title and section number is revised to read: 9- 16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conforming to either Section 9 -07.2 or Section 9- 07.11. Threaded bar ground anchors shall be either epoxy - coated in accordance with Sections 6- 02.3(24)H and 9 -07.3 or galvanized after fabrication in accordance with ASTM A 767 Class I. City of Federal Way Lakota Middle School Sidewalk Page 77 RFB ver. 1 -08 RFB # 14-108 2014 City of Federal Way Lakota Middle School Sidewalk Page 78 RFB ver. 1 -08 RFB # 14 -108 2014 1 2 Hollow -core anchor bars shall have continuous threads /deformations and be fabricated 3 from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of ' 4 the guaranteed minimum tensile strength of the hollow core anchor bars. 5 6 Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after 7 fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 8 291 Grade B, hexagonal, or Section 9- 07.11. Nuts shall be galvanized after fabrication 9 in accordance with ' AASHTO M 111 for plate washers and AASHTO M 232 for all other 10 hardware. , 11 12 13 Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Section 9- 20.3(2). 14 15 Concrete for soil anchor deadmen shall be either commercial concrete conforming to 16 Section 6- 02.3(2)B or Class 3000 conforming to Section 6 -02. 17 18 Steel reinforcing bars for soil anchor deadmen shall conform to Section 9 -07.2, and 19 shall be epoxy - coated in accordance with Sections 6- 02.3(24)H and 9 -07.3. , 20 21 9- 16.6(3) Posts 22 This section is revised to read: 23 24 Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized 25 steel pipe with a nominal weight of 3.65 pounds per linear foot. End, comer, brace, and 26 pull posts for Type 1 Design A and B and Type 2 shall be 2 '/ inch inside diameter 27 galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate 28 pull posts (braced line posts) shall be as specified for line posts. 29 r 30 The base material for the manufacture of steel pipes used for posts shall conform to the 31 requirements of ASTM A 53, except the weight tolerance on tubular posts shall be 32 applied as provided below. , 33 34 Posts provided for glare screen will have an acceptance tolerance on the weight per 35 linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to 36 each individual post. 37 38 All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The 39 minimum average zinc coating is per square foot of surface area. This area is defined 40 as the total area inside and outside. A sample for computing the average of mass of 41 coating is defined as a 12 -inch piece cut from each end of the galvanized member. 42 43 9- 16.6(5) Cable 44 This section including title is revised to read: 45 46 9- 16.6(5) Vacant 47 48 9- 16.6(6) Cable and Tension Wire Attachments 49 This section including title is revised to read: 50 _ City of Federal Way Lakota Middle School Sidewalk Page 78 RFB ver. 1 -08 RFB # 14 -108 2014 F1 J 1� 1 1� 1 2 4 5 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 46 47 48 9- 16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back -up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer Ye -inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Tumbuckles shall be of the shackle end type, '/ inch diameter, with standard take -up of 6 inches and provided with s/ inch diameter pins. 9- 16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be % inch by 1 inch nominal. Stretcher bars shall be %s inch by % inch nominal or 5/16 inch diameter round bar nominal. A 5/16 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5- percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. 9 -16.7 Vacant This section including title is deleted in its entirety. 9 -16.8 Weathering Steel Beam Guardrail This section including title is deleted in its entirety. 9- 118.AP9 Section 9 -18, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 9 -18 Precast Traffic Curb 9 -18.3 Block Traffic Curb This section including title is revised to read: 9 -18.3 Vacant 9- 20.AP9 Section 9 -20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 —Table 1, R2 Concrete or Mortar. 9- 20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45 ". City of Federal Way Lakota Middle School Sidewalk Page 79 RFB ver. 1 -08 RFB # 14 -108 2014 17 9- 26.3(1)A Traffic Bearing Applications 18 The first sentence in the first paragraph is revised to read: 19 20 Epoxy grout/mortar /concrete for traffic bearing applications shall have a 7 -day 21 compressive strength of not less than 4,000 psi when tested in accordance with ASTM 22 C 579. 23 24 9- 28.AP9 25 Section 9 -28, Signing Materials and Fabrication 26 April 1, 2013 27 9- 28.14(2) Steel Structures and Posts r 1 9- 23.AP9 ' 2 Section 9 -23, Concrete Curing Materials and Admixtures 3 August 5, 2013 , 4 9 -23.2 Liquid Membrane - Forming Concrete Curing Compounds 5 In the first paragraph, "moisture loss" is revised to read "water retention ". ' 6 August 5, 2013 7 9- 23.6(9) Type S Specific Performance Admixtures , 8 The first sentence is revised to read the following two new sentences: 9 10 Type S Specific Performance admixtures are limited to ASR - mitigating, viscosity r 11 modifying, shrinkage reducing, rheology- controlling, and workability- retaining 12 admixtures. They shall conform to the requirements of ASTM C 494 Type S. r 13 The section is supplemented with the following: 14 9- 26.AP9 15 Section 9 -26, Epoxy Resins 16 August 5, 2013 17 9- 26.3(1)A Traffic Bearing Applications 18 The first sentence in the first paragraph is revised to read: 19 20 Epoxy grout/mortar /concrete for traffic bearing applications shall have a 7 -day 21 compressive strength of not less than 4,000 psi when tested in accordance with ASTM 22 C 579. 23 24 9- 28.AP9 25 Section 9 -28, Signing Materials and Fabrication 26 April 1, 2013 27 9- 28.14(2) Steel Structures and Posts 28 "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read ' 29 "ASTM F 436 ". 30 31 9- 29.AP9 32 Section 9 -29, Illumination, Signal, Electrical ' 33 August 5, 2013 34 9- 29.1(4) Non - Metallic Conduit , 35 This section is supplemented with the following new sub - section: 36 37 9- 29.1(4)D Deflection Fittings r 38 Deflection Fittings for use with rigid PVC conduit shall be as described in 9- 29.1(2)A 39 40 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes , 41 The section is supplemented with the following: 42 43 The Contractor shall perform quality control inspection. The Contracting. Agency intends 44 to perform Quality Assurance Inspection. By its inspection, the Contracting Agency 45 intends only to verify the quality of that Work. This inspection shall not relieve the 46 Contractor of any responsibility for identifying and replacing defective material and 47 workmanship. Prior to the start of production of the precast concrete units, the City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 80 2014 RFB ver. 1 -08 f 1 i� 1 1 1 J 1 2 4 5 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 46 47 48 49 50 51 Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9- 29.2(1) Standard Duty and Heavy -Duty Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs: The Contractor shall provide shop drawings for all components, hardware, lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall include the following: . 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(1)A Standard Duty Junction Boxes The first paragraph is supplemented with the following: All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be hot dip galvanized in accordance with AASHTO M 111. The sub - paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3, or hot -dip galvanized in accordance with AASHTO M 111. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs % by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard be practices. The box shall contain ten studs located near the centerline of the frame and City of Federal Way Lakota Middle School Sidewalk Page 81 RFB ver. 1 -08 RFB # 14-108 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 box wall. The studs shall be placed one anchor in each comer, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9 -06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawing Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts 9- 29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy -Duty Junction Boxes shall be concrete 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(1)C. The Heavy -Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft-lb at 40 degrees F. Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min. CVN toughness of 20 ft-lb at 40 City of Federal Way Lakota Middle School Sidewalk Page 82 RFB ver. 1 -08 tl RFB # 14-108 2014 I � 1 1 v F, Ci 1 3 4 6 7 ' 21 22 23 18 ' 9 10 Anchors (studs) 11 Bolts, Studs, Nuts, 12 Washers 13 14 ' 15 Latching Mechanism 16 Hardware and Bolts 17 ' 21 22 23 18 ' 19 20 ' 21 22 23 34 35 36 37 38 39 40 44 F_�, C 24 ' 25 26 Anchors (studs) 27 Bolts, Studs, Nuts, 28 Washers 29 30 ' 31 Latching Mechanism 32 Hardware and Bolts 33 34 35 36 37 38 39 40 44 F_�, C The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. City of Federal Way Lakota Middle School Sidewalk Page 83 RFB ver. 1 -08 RFB # 14-108 2014 degrees F Handle ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with approved shop drawing Hinges and Locking and In accordance with approved shop Latching Mechanism drawings Hardware and Bolts The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. City of Federal Way Lakota Middle School Sidewalk Page 83 RFB ver. 1 -08 RFB # 14-108 2014 2 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6. Upon completion of the required test(s) the box shall be loaded to failure. 7. A brief description of type and location of failure. I The third paragraph is revised to read: For non - concrete junction boxes the independent testing laboratory shall meet the , requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title , 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a non - concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non - Concrete Junction Boxes" is revised to read: Non - concrete Junction Boxes shall be tested as defined in the ANSI /SCTE 77 -2007 Tier 15 test method with test load minimum of 22,500 lbs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non - concrete junction box , installed. 9- 29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy -Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall cant' the following: 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 84 2014 RFB ver. 1 -08 1�, r, �1 J =1 C 1 2 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 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: 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(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vault/box concrete lid by welding headed studs % by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each comer, one at the middle of each width and two equally spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3 or hot -dip galvanized in accordance with ASTM M 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip - resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot -dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle Support ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9 -06.15 City of Federal Way Lakota Middle School Sidewalk Page 85 RFB ver. 1 -08 RFB # 14-108 2014 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 Bolts, Studs, Nuts, ASTM F593 or A 193, type 304 or 316, or Washers Stainless steel grade 302, 304, 316 per Reinforcing Steel approved shop drawing Hinges and Locking Mechanism Hardware In accordance with approved shop and Bolts drawings 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes This section 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(1)C for Heavy -Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Cover Section 9- 05.15(1) Ring Section 9- 05.15(1) Anchors (studs) Section 9 -06.15 Bolts, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, 316 in accordance with approved shop drawing 9- 29.6(2) Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563 ", "AASHTO M 164" is revised to read "ASTM A 325 ", and "AASHTO M 293" is revised to read "ASTM F 436. 9- 29.6(5) Foundation Hardware "AASHTO M 291" is revised to read "ASTM A 563 ". 9 -29.10 Luminaires 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. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9- 29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted. 9 -29.13 Traffic Signal Controllers This section and all sub - sections including title is revised to read: City of Federal Way Lakota Middle School Sidewalk Page 86 RFB ver. 1 -08 RFB # 14-108 ' 2014 11 �11 i E �_ 1 1 l � I :l 11 0 1 9 -29.13 Control Cabinet Assemblies 2 Control cabinet assemblies shall include all necessary equipment and auxiliary 3 equipment for controlling the operation of traffic signals, programmable message signs, 4 illumination systems, ramp meters, data stations, CCTV, and similar systems as 5 required for the specific application. Traffic Signal Controller Cabinet Assemblies shall 6 meet the requirements of the NEMA TS1 and TS2 specification or the California 7 Department of Transportation "Transportation Electrical Equipment Specifications" 8 (TEES) dated March 12, 2009 as defined in this specification. 9 10 9- 29.13(1) Environmental, Performance, and Test Standards for Solid -State 11 Traffic Controller Assemblies 12 The scope of this Specification includes the controller of solid -state design installed 13 in a weatherproof controller cabinet. The controller assembly includes the cabinet, 14 controller unit, load switches, signal conflict monitoring circuitry, accessory logic 15 circuitry, AC line filters, vehicle detectors, coordination equipment and interface, 16 and preemption equipment. NEMA control assemblies shall meet or exceed current 17 NEMA TS 1 Environmental Standards. Normal operation will be required while the 18 control assembly is subjected to any combination of high and low environmental 19 limits (such as low voltage at high temperature with high repetition noise 20 transients). All other control equipment shall meet the environmental requirements 21 of California Department of Transportation "Transportation Electrical Equipment 22 Specifications" (TEES) dated March 12, 2009. 23 24 The Contractor shall furnish to the Contracting Agency all guarantees and 25 warranties furnished as a normal trade practice for all control equipment provided. 26 27 9- 29.13(2) Manufacturing Quality 28 The fabricator of the Control, cabinet Assemblies shall perform quality control (QC) 29 inspections based on their QC program. Their QC program shall be submitted and 30 approved by WSDOT at least annually. The fabricator of the controller shall certify 31 that the controller meets all requirements of the Standard Specifications and 32 Special Provisions for the specific application. 33 34 The QC program shall include, but not be limited to, the following: 35 36 1. Quality Statement 37 38 2. Individual responsible for quality (organizational chart) 39 40 3. Fabrication procedures 41 42 4. Test procedures 43 44 5. Documented inspection reports 45 46 6. Documented test reports 47 48 7. Certification package 49 50 9- 29.13(2)A Traffic Signal Controller Assembly Testing 51 Each traffic signal controller assembly shall be tested as follows. The supplier 52 shall: City of Federal Way Lakota Middle School Sidewalk Page 87 RFB ver. 1 -08 RFB # 14-108 2014 City of Federal Way RFB # 14 -108 , Lakota Middle School Sidewalk Page 88 2014 RFB ver. 1-08 II i� 1 1. Seven days prior to shipping, arrange appointment for controller 2 cabinet assembly, and testing at the WSDOT Materials Laboratory or 3 the facility designated in the Special Provisions. 4 5 2. Assembly shall be defined as but not limited to tightening all screws, 6 nuts and bolts, verifying that all wiring is clear of moving parts and 7 properly secured, installing all pluggables, connecting all cables, 8 Verify that all Contract required documents are present, proper 9 documentation is provided, and all equipment required by the 10 Contract is installed. 11 12 3. The assembly shall be done at the designated WSDOT facility in the 13 presence of WSDOT personnel 14 115 4. The supplier shall demonstrate that all of the functions required by 16 this Specification and the Contract Plans and Special Provisions 17 perform as intended. Demonstration shall include but not be limited to 18 energizing the cabinet and verifying that all 8 phases, 4 pedestrian 19 movements, 4 overlaps (as required by the Contract Provisions) 20 operate in accordance with Section 9- 29.13. The supplier shall place 21 the controller in minimum recall with interval timing set at convenient 22 value for testing purposes. Upon a satisfactory demonstration the 23 controller assembly will then be accepted by WSDOT for testing. 24 25 5. If the assembly and acceptance for testing is not complete within 5 26 working days of delivery, the Project Engineer may authorize the ' 27 return of the assembly to the supplier, with collect freight charges to 28 29 the supplier. 30 6. The Contractor will be notified when the testing is complete, and 31 where the assembly is to be picked -up for delivery to the project. 32 33 7. The supplier has 5 working days to repair or replace any components 34 that fail during the testing process at no cost to the Contracting 35 Agency. A failure shall be defined as a component that no longer 36 functions as intended under the conditions required or does not meet 37 the requirements of the Contract Specifications and is at the sole 38 discretion of WSDOT. 39 40 8. Any part or component of the controller assembly, including the 41 42 cabinet that is rejected shall not be submitted for use by WSDOT or any City or County in the State of Washington. 43 44 45 9- 29.13(3) Traffic Signal Controller The traffic signal controller shall conform to the Contract requirements and the 46 applicable Specifications as listed below: All solid -state electronic traffic- actuated 47 controllers and their supplemental devices shall employ digital timing methods. 48 49 A. NEMA control and all auxiliary equipment shall conform to current NEMA 50 TS1 or TS2 Specification. Every pin of every connecting plug shall be 51 utilized as described within the NEMA requirement, except that those pins 52 identified as "spare" or "future" shall remain unused. City of Federal Way RFB # 14 -108 , Lakota Middle School Sidewalk Page 88 2014 RFB ver. 1-08 II i� F, 0 P F_j 1 0 1 [I E C 1 I I U L 1 1 2 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 B. Type 170E controllers shall conform to the TEES. The 170E controller shall be provided with a program card, one blank ROM chip, and two 64K non - volatile memory chips. C. Type 170E/HC -11 controllers shall conform to the current Oregon Department of Transportation Specification for model 170E/HC -11 controller. The 170E controller with the HC11 chip shall be compatible with the software specified in the Contract. The controller shall be provided with one ROM chip and one 64K non - volatile memory chip. D. Vacant E. Type 2070 controllers shall conform to the TEES. The standard 2070 controller shall consist of the following: 2070 2070E 2070N1 2070 -5 VME cage 2070 -1 E CPU 2070 -1 E CPU 2070 -1 E CPU Card Card Card 2070 -313 Front 2070 -313 2070 -313 Front Panel Panel Front Panel 2070 -4 Power 2070 -4 Power 2070 -4 Power Supply Supply Supply 2070 -2A Field 2070 -2A Field 2070 -26 Field 1/0 1/O 1/O X X 2070 -8 Interface 9- 29.13(4) Traffic - Signal Controller Software All traffic signal controllers shall operate with software specified in the contract. Traffic - actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. If the complete traffic controller defined in the Special Provision requires NTCIP compliance the following are the minimum requirements for NTCIP operation. Communication The traffic controller hardware and software shall communicate with the central computer in a polled multi -drop operation. In the polled multi -drop operation, several traffic controllers shall share the same communication channel, with each controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A traffic controller shall only reply to messages labeled with its ID. In polled multi -drop mode, traffic controllers never initiate communication, but merely transmit their responses to messages from the central computer. A laptop computer connected to the traffic controller's local communication port shall have the same control and diagnostic capabilities as the central computer. However, local laptop control capability shall be limited to that traffic controller. City of Federal Way Lakota Middle School Sidewalk Page 89 RFB ver. 1 -08 RFB # 14 -108 2014 1 2 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 NTCIP Requirements The traffic controller software shall comply with the National Transportation , Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. The traffic controller software shall support the following standards: 1. NTCIP 1101, Simple Transportation Management Framework (STMF), Conformance Level 1 (Simple Network Management Protocol (SNMP)) 2. NTCIP 2001, Class B Profile. All serial ports on the device shall support communications according to these standards. 3. NTCIP 2101, SP -PMPP /RS232 Point -to -Multi -Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP -Null Transport Profile Null (TP -NULL) The traffic controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, Global Object Definitions, and NTCIP 1202, Object Definitions for Actuated Traffic Signal Controller Units.. Software shall implement the following conformance groups: NTCIP 1202, Object Definitions for ASC Conformance Group Reference Configuration 1201 2.2 Time Management Value 3 Time Base Event Schedule Report 2.5 Phase 1202 2.2 Rings 2.8 Detector 2.3 Unit 2.4 Preempt 2.7 Time Base 2.6 Coordination 2.5 Channel 2.9 Overlaps 2.10 The software shall implement the following optional objects: Objects required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or enumerated listing indicated in the object's SYNTAX field and /or through descriptive text in the object's description field. The following list indicates the modified object requirements for these objects. Object Name Object ID Minimum Requirements Global Configuration moauleType Value 3 City of Federal Way Lakota Middle School Sidewalk Page 90 RFB ver. 1 -08 J n 0 1 n u ;I n u 1 RFB # 14 -108 ' 2014 1 n J 1 n 1 u L 1 C Database Management dBCreateTransaction All Values dBErrorType All values Time Management globsiDaylightSavings Values 2 and 3 Timebase Events Schedule maxTimeBaseScheduleEntries 16 MaxDa Plans 15 MaxDa Events 10 Report maxEventLo Con ifs 50 MventConfi Mode Values 2 thru 5 mventConfi Action Values 2 and 3 MaxEventLo Size 255 MaxEventClasses 7 PMPP maxGrou Address 2 ASC Phase maxPhases 8 pPhaseStartp Values 2 thru 6 hase0 tions All Values maxPhaseGrou s 1 Rings maxRin s 2 maxSe uences 16 Detector maxVehicleDetectors 64 vehicleDetector0 tions All Values maxPedestdan Detector 8 Unit unitAutoPedesthanClear All Values unitControlStatus All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 Special Function maxS ecialFunctionsOut uts 8 Coordination coordCorrectionMode Values 2 thru 4 coordMaximumMode Values 2 thru4 coordForceMode Values 2 and 3 maxPattems 48 patternTableType Either 2,3 or 4 maxS tits 16 s IitMode Values 2 thru 7 IocalFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 Preempt maxPreem is 4 reem tControl All Values reem tState Values 2 thru 9 Overlaps max0verla s 4 overlapType Value 2 and 3 max0vedapstatusGroup 1 Channels maxChannels 16 channelControlGroup Values 2 thru 4 channelFlash Value 0,2,4,6,8,10,12 and 14 channelDim Values 0 thru 15 maxChannelStatusGroup 12 City of Federal Way Lakota Middle School Sidewalk Page 91 RFB ver. 1 -08 RFB # 14 -108 2014 TS 2 Port 1 maxPortAddresses 18 port1 Table Values 2 and 3 1 2 values in excess of the minimum requirement are considered to meet the 3 specification. 4 5 Documentation , 6 Software shall be supplied with all documentation on a CD. ASCII versions of the 7 following Management Information Base (MIB) files in Abstract Syntax Notation 1 8 (ASN.1) format shall be provided on CD -ROM: 9 10 1. The official MIB Module referenced by the device functionality. 11 12 2. A manufacturer - specific version of the official MIB Module with the non - 13 standardized range indicated in the SYNTAX field. The filename .shall 14 match the official MIB Module, with the extension "spc ". 15 16 3. A MIB Module of all manufacturer - specific objects supported by the device 17 with accurate and meaningful DESCRIPTION fields and the supported 18 ranges indicated in the SYNTAX field. 19 20 9- 29.13(5) Flashing Operations 21 All traffic signals shall be equipped for flashing operation of signal displays. 22 Controllers and cabinets shall be programmed for flashing red displays for all 23 approaches. During flashing operation, all pedestrian circuits shall be de- energized. 24 25 Actuated traffic signal control mechanisms shall be capable of entry into flash 26 operation and return to stop -and -go operation as follows: 27 28 1. Terminal Strip Input (Remote Flash). When called as a function of a 29 terminal strip input, the controller shall provide both sequenced entry into 30 flash and sequenced return to normal operation consistent with the 31 requirements of the latest edition of the Manual on Uniform Traffic Control 32 Devices. 33 34 2. Police Panel Switch. When the flash - automatic switch located behind the 35 police panel door is turned to the flash position, the signals shall 36 immediately revert to flash; and, the controller shall have a stop time input 37 applied. When the switch is placed on automatic, the controller shall 38 immediately time an 6 second all red period then resume stop- and -go 39 operations at the beginning of major street green. 40 41 3. Controller Cabinet Switches. When the flash - automatic switch located 42 inside the controller cabinet is placed in the flash position, the signals shall 43 immediately revert to flash; however, the controller shall not have a stop 44 time input applied. When the flash- automatic switch is placed in the 45 automatic position, the controller shall immediately time a 6 second all red 46 period, then resume stop- and -go operation at the beginning of the major 47 green. 48 49 4. Power Interruption. On "NEMA" controllers any power interruption longer 50 than 475 plus or minus 25 milliseconds, signals shall re- energize City of Federal Way Lakota Middle School Sidewalk Page 92 RFB ver. 1 -08 RFB # 14 -108 ' 2014 ' I consistent with No. 2 above to ensure an 6- second flash period prior to 2 the start of major street green. A power interruption of less than 475 plus 3 or minus 25 milliseconds shall not cause resequencing of the controller ' 4 and the signal displays shall re- energize without change. Type 170 5 controllers shall re- energize consistent with No. 2 above after a power 6 interruption of 1.75 plus or minus 0.25 seconds. The 6- second flash period ' 7 will not be required. Any power interruption to a 2070 type controller shall 8 result in a 6 second flash period once power is restored. 9 10 5. Conflict Monitor. Upon detecting a fault condition the conflict monitor shall 11 immediately cause the signal to revert to flash and the controller to stop 12 time. After the conflict monitor has been reset, the controller shall 13 immediately take command of the signal displays at the beginning of 14 major street green. 15 16 9- 29.13(6) Emergency Preemption 17 Immediately after a valid call has been received, the preemption equipment shall 18 cause the controller to terminate the appropriate phases as necessary with the 19 required clearance intervals and enter any programed subsequent preemption ' 20 sequence. Preemption sequences shall be as noted in the Contract. 21 22 9- 29.13(7) Wiring Diagrams 23 Schematic wiring diagrams of the controllers, cabinets and auxiliary equipment 24 shall be submitted when the assemblies are delivered. The diagram shall show in 25 detail all circuits and parts. The parts shall be identified by name or number in a 26 manner readily interpreted. Two hard copies of the cabinet wiring diagram and 27 component wiring diagrams shall be furnished with each cabinet .and a. pdf file of 28 the cabinet wiring and component drawings. The schematic drawing shall consist of 29 a single sheet, detailing all circuits and parts, not to exceed 52- inches by 72- inches. 30 The cabinet wiring diagram shall indicate and identify all wire terminations, all plug 31 connectors, and the locations of all equipment in the cabinet. Included in the ' 32 diagram shall be an intersection sketch identifying all heads, detectors, and push 33 buttons and a phase diagram. 34 35 9- 29.13(8) Generator Transfer Switch 36 When specified in the contract, A generator transfer switch shall be included.. The 37 Generator Transfer Switch shall be capable of switching power from a. utility power 38 source to an external generator power source. ' 39 40 The Transfer Switch enclosure shall be of identical materials and dimensions and 41 installation methods as the Police Panel type enclosure specified in the first 42 paragraph of Special Provision 9- 29.13(10)D except that the enclosure door shall 43 include a spring loaded construction core lock capable of accepting a Best 6 -pin CX 44 series core. The core lock shall be installed with a green construction core. Upon ' 45 contract completion, two master keys for the construction core shall be delivered to 46 the Engineer. 47 48 The enclosure shall include the following Transfer Switch equipment: 49 50 1. One Nema 1-5 -30P Flanged Inlet generator connector 51 52 2. One Utility power indicator light City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 93 2014 RFB ver. 1 -08 1 2 3. One generator indicator light 3 4 4. Two 30 amp, 120 volt, single pole, single phase, circuit breakers. One 5 circuit breaker shall be labeled "Generator" and the other circuit breaker 6 shall be labeled "Utility ". _ Both labels shall be engraved phenolic name 7 plates. 8 9 5. A mechanical lock out feature that prevents the Utility circuit breaker and 10 the Generator circuit breaker from being in the ON position at the same 11 time. The circuit breakers shall be capable of being independently 12 switched. 13 14 6. The conductors from the Generator Transfer Switch enclosure to the 15 cabinet circuit breaker shall be enclosed in nylon mesh sleeve. 16 17 7. The enclosure door shall be labeled with the letters "GTS ". 18 19 9- 29.13(9) Vacant 20 21 9- 29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 22 23 9- 29.13(10)A Auxiliary Equipment for. NEMA Controllers 24 The following auxiliary equipment shall be furnished and installed in each 25 cabinet for NEMA traffic- actuated controllers: 26 27 1. A solid -state Type 3 NEMA flasher with flash - transfer relay which will 28 cut in the flasher and isolate the controller from light circuits. See 29 Section 9- 29.13(5) for operational requirements. 30 31 2. Modular solid state relay load switches of sufficient number to provide 32 for each vehicle phase (including future phases if shown in the plans), 33 each pedestrian phase and preemption sequence indicated in the 34 Contract. Type P & R cabinets shall include a fully wired 16- position 35 back panel. Solid -state load switches shall conform to NEMA 36 standards except only, optically isolated load switches will be allowed. 37 Load switches shall include indicator lights on the input and output 38 circuits. The controller cabinet shall have all cabinet wiring installed 39 for eight vehicle phases, four pedestrian phases, four emergency pre - 40 empts, four overlaps (OL A, B, C, D). 41 42 3. A power panel with: 43 44 a. A control- display breaker sized to provide 125 percent overload 45 protection for all control equipment and signal displays, 20 46 ampere minimum. 47 48 b. A 15 ampere accessory breaker wired parallel to the control 49 display breaker. The breaker will cant' accessory loads, including 50 vent fan, cabinet light, plug receptacle, etc. 51 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 94 2014 RFB ver. 1 -08 0 L 0 11 1 G 1 CI C 0 i 1 1 c. A busbar isolated from ground and unfused for the neutral side of 2 power supply. 3 4 d. A radio interference suppresser installed at the input power point. 5 Interference suppressers shall be of a design which will minimize 6 interference in both broadcast and aircraft frequencies, and shall 7 provide a minimum attenuation of 50 decibels over a frequency 8 range of 200 kilohertz to 75 megahertz when used in connection 9 with normal installations. The interference filters furnished shall 10 be hermetically sealed in a substantial case filled with a suitable 11 insulating compound. Terminals shall be nickel plated, 10 -24 12 brass studs of sufficient external length to provide space to 13 connect two 8 AWG wires, and shall be so mounted that they 14 cannot be turned in the case. 15 16 Ungrounded terminals shall be insulated from each other and 17 shall maintain a surface leakage distance of not less than'/ -inch 18 between any exposed current conductor and any other metallic 19 parts with an insulation factor of 100 -200 megohms dependent 20 on external circuit conditions. 21 22 Suppressers shall be designed for operations on 50 amperes, 23 125 volts, 60 cycles, single wire circuits, and shall meet 24 standards of the Underwriters' Laboratories and the Radio 25 Manufacturers Association. 26 27 e. A Surge Protection Device connected to the controller power 28 circuit for protection against voltage abnormalities of 1 cycle or 29 less duration. The Surge Protection Device shall be a solid state 30 high energy circuit containing no spark gap, gas tube, or crow. 31 bar component. The device shall provide transient protection 32 between neutral and ground, line and ground, as well as line and 33 neutral. If the protection circuits fail,, they shall fail to an open . 34 circuit condition. The minimum interrupting capacity shall be 35 10,000 Amps, The Voltage Protection Rating shall be 600 volts or 36 less when subjected to an impulse of 6,000 volts, 3,000 amp 37 source impedance, 8.0/20 microsecond waveform as described 38 in UL 1449. In addition, the device shall dissipate a 13,000 Amp 39 or greater repeated single peak 8/20 microsecond current 40 impulse, and withstand, without failure or permanent damage, 41 one full cycle at 264 volts RMS. The device shall contain circuitry 42 to prevent self- induced regenerative ringing. There shall be a 43 failure warning indictor which shall illuminate a red light or 44 extinguish a green light when the device has failed and is no 45 longer operable. 46 47 f. Cabinet ground busbar independent (150K ohms minimum) of 48 neutral. 49 50 4. A police panel located behind the police panel door with a flash 51 automatic switch and a control - display power line on-off switch. See 52 Section 9- 29.13(5) for operational requirements. City of Federal Way Lakota Middle School Sidewalk Page 95 RFB ver. 1 -08 RFB # 14-108 2014 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. An auxiliary control panel located inside the controller cabinet with a flash- automatic switch and a controller on -off switch. See Section 9- 29.13(5) for operational requirements. A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault interrupter shall also be provided on the panel. 6. A conflict monitor conforming to NEMA standards. See Section 9- 29.13(5) for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to flash if the conflict monitor is removed from service. Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn -out. Supplemental loads shall be installed on the control side of the field terminals. Conflict monitors shall include a minimum of one indicator light for each phase used. The monitoring capacity of the unit shall be compatible with the controller frame size. Conflict monitors shall include a program card. 7. A "Detector Panel ", as specified in Standard Specification Section 9- 29.13(10)B, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 8. Insulated terminal blocks of sufficient number to provide a termination for all field wiring. A minimum of 12 spare terminals shall be provided. Field wire connection terminal blocks shall be 600 volt, heavy duty, barrier type, except loop detector lead -ins, which may be 300 volt. The 600 volt type - terminal strips shall be provided with a field -side City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 96 2014 RFB ver. 1-08 1 and a control -side connector separated by a marker strip. The 300 2 volt type shall have a marker strip, installed on the right side of 3 vertical terminal strips or below horizontal terminal strips. The marker 4 strip shall bear the circuit number indicated in the plans and shall be 5 engraved. Each connector shall be a screw type with No. 8 post 6 capable of accepting no less than three 12 AWG wires fitted with 7 spade tips. 8 9 10 9. A vent fan with adjustable thermostat. The minimum CFM rating of the fan shall exceed three times the cabinet volume. 11 12 10. VACANT 13 14 11. All wiring within the cabinet, exclusive of wiring installed by the signal 15 controller manufacturer, shall have insulation conforming to the 16 requirements of Section 9 -29.3. Cabinet wiring shall be trimmed to 17 eliminate all slack and shall be laced or bound together with nylon 18 wraps or equivalent. All terminals, shall be numbered and 19 permanently identified with PVC or polyolefin wire marking sleeve 20 consistent with the cabinet wiring diagram provided by the signal 21 controller manufacturer and the Contract. The cabinet will be 22 completely wired so that the only requirement to make a field -location 23 completely operational is to attach field power and ground wiring. 24 Internal cabinet wiring shall not utilize the field side connections of the 25 26 terminal strip intended for termination of field wires. 27 12. Cabinet wiring diagram and component wiring diagrams meeting the 28 requirements of 9- 29.13(7) shall be furnished with each cabinet. Each 29 cabinet shall be equipped with a, shelf mounted roll out drawer 30 mounted directly below the controller to house one or more cabinet 31 wiring diagrams. The cabinet wiring diagram shall indicate and 32 identify all wire terminations, all plug connectors, and the locations of 33 all equipment in the cabinet. Included in the diagram shall be an 34 intersection sketch identifying all heads, detectors, and push buttons; 35 and a phase diagram. 36 37 13. Each vehicle detector amplifier, video detection output channel 38 pedestrian call isolation unit, phase selector, discriminator, and load 39 switch shall be identified with semi - permanent stick -on type label. The 40 following information shall be included: ' 41 42 a. Vehicle Detector Amplifier Channel 43 44 1. Loop number 45 46 2. Assigned phase(s) 47 48 b. Ped Call Isolation Unit 49 50 1. Push button number 51 52 2. Assigned phase(s) City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 97 2014 RFB ver. 1 -08 1 2 4 5 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 46 47 48 49 50 c. Load Switches Signal head number I 2. Assigned phase(s) d. Phase Selectors 1. Circuit Letter 2. Phase(s) called The label shall be placed on the face of the unit. It shall not block any switch, light, or operational words on the unit. The lettering on this label shall be neat, legible, and easily read from a distance of approximately 6 -feet. ' 9- 29.13(10)B Auxiliary Equipment for Type 170E, 2070 Assemblies The following requirements apply to required auxiliary equipment fumished with Type 170E, 170E -HC -11 and 2070 controllers: A. Flashers, flash transfer relays, conflict monitor, AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxiliary control panel switches shall conform to the requirements noted in the TEES. B. Flashing operation shall conform to Section 9- 29.13(5), except the 6- second flash period described in Item 2 of that section will not be required. Emergency preemption shall conform to Section 9- 29.13(6). C. Input and output terminals shall be installed with a marking strip with field wire numbers noted in the Contract embossed on the strip. All cabinet. and field conductor shall have a PVC or polyolefln wire marking sleeve installed, matching the input and output terminals above. Marking on sleeves shall be embossed or type written. D. The input panel terminal blocks TB 2 through TB 9 and associated cable to the input files as described in the TEES shall be provided in all control assemblies. E. Supplemental load resistor, not less than 2000 ohms and not greater ' than 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp bum -out. , An individual supplemental load resistor shall be installed within the output file, and shall be installed on each of the following terminal circuits: FT1 -105 SP 4P-Y) FT1 -111 SP 8P-Y) FT2 -114 SP 2P-Y) FT2 -120 SP 6P-Y) FT2 -117 SP 3 -Y FT2 -118 SP 3 -G FT2 -123 SP 7 -Y FT2 -124 SP 7 -G City of Federal Way L;akota Middle School Sidewalk Page 98 RFB ver. 1 -08 RFB # 14 -108 2014 C FT3 -126 SP 1 -Y FT3 -127 SP 1 -G FT3 -132 SP 5 -Y FT 3 -133 SP 5 -G 1 2 F. Load switches of sufficient quantity to fully populate the output files 3 shall conform to TEES and shall have indicator lights on input and 4 output circuits. 5 6 G. A detection panel, which shall be constructed as a single unit. 7 Detector switches with separate operate, test, and off positions shall 8 be provided for each field detector input circuit. A high intensity light 9 emitting diode (LED) shall be provided for each switch. The lamp 10 shall energize upon vehicle, pedestrian or test switch actuation. The 11 test switch shall provide a spring loaded momentary contact that will 12 place a call into the controller. When in the OFF position, respective 13 detector circuits will be disconnected. In the operate position, each 14 respective detector circuit shall operate normally. Switches shall be 15 provided on the panel with labels and functions as follows: 16 17 a. Display On — Detector indicator lights shall operate 18 consistent with their respective switches. 19 20 b. Display Off — detector indicator lights shall be de- 21 energized. 22 23 A means of disconnecting all wiring entering the panel shall be 24 provided. The disconnect shall include a means to jumper detection 25 calls when the display panel is disconnected. All switches on the 26 panel shall be marked with its associated Plan detector number. All 27 markers shall be permanent. 28 29 H. A "Detector Termination and Interface Panel" shall be provided. When 30 viewing the cabinet from the back, the panel shall be located on the 31 upper left hand side of the cabinet. The panel shall be electrically 32 located between the "detection Panel" and the C -1 connector. The 33 panel shall utilize insulated terminal blocks and each connector shall ' 34 be a screw type with post. 35 36 I. Each switchpack socket shall have pin 11 common to Nutral. 37 38 J. The AC input Service Panel Assembly (SPA), line voltage filter,. 39 transient surge protection and all neutral bus bars and equipment 40 ground bus bars shall be on the right side of the cabinet, mounted no 41 more that 18 inches from the bottom of the cabinet when viewed from 42 the rear, and meet the requirements described in TEES. 43 44 K. The PED yellow terminals on the CMU edge connector shall be 45 extended with a 2 foot wire, coiled, heat shrink tipped and labeled for 46 the correct corresponding terminal as CH -13Y /CMU -8, CH- 14Y /CMU- 47 11, CH -15Y /CMU -K, CH -16Y /CMU -N. 48 49 L. An "Absence Of Red Programming Assembly" shall be provided. 50 There shall be provided on the back panel of the output file, 17 51 accessible jumper plug attachment areas, made up of three male pins City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 99 2014 RFB ver. 1 -08 City of Federal Way Lakota Middle School Sidewalk Page 100 RFB ver. 1 -08 RFB # 14 -108 2014 1 per position (one, for each conflict monitor channel and one for red 2 enable function). Each jumper plug shall be a two position connector, 3 It shall be possible, by inserting and positioning one of the 16 4 connectors on the right two pins on the monitor board, to apply 120 5 VAC into a corresponding channel of the conflict monitor red 6 channels. The connection between the red monitor board and the 7 conflict monitor shall be accomplished via a 20 pin ribbon cable and 8 the industry standard P -20 connector that attaches on the front panel 9 of the monitor. It shall be possible, by inserting and positioning one of 10 the 16 jumper plugs on the two left pins on the monitor board, to �. 11 enable the corresponding channel to monitor for red fault by the 12 13 conflict monitor. There shall be installed on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable 14 signal into the conflict monitor. During stop -and —go operation, 15 120VAC is sent via pin #20 on the P20 connector to enable red failure 16 monitoring on the conflict monitor by having the connector moved to 17 the side labeled "Red Enable ". If this is disengaged by moving the 18 connector to the side labeled "Red Relay ", then 120VAC is removed 19 from pin #20, and the conflict monitor will no longer monitor for red 20 fail faults. The red enable function will also be wired such that if the 21 traffic signal is in cabinet flash, then there will be no voltage on pin 22 #20, and the conflict monitor will not monitor for red fail faults. 23 24 M. Each cabinet shall be provided with at least 20 empty neutral 25 connections to accommodate field wiring. The neutral bus bars shall 26 be of the style in which a lug is not needed to be applied to the 27 neutral field wire(s). All of the neutral bars shall be secured in 28 accordance with the TEES. All neutral. bars shall be at the same 29 electrical potential. 30 31 32 N. The main breaker on the SPA shall be provided with a cover to prevent accidental tripping. The cover shall be removable and 33 replaceable without the use of tools. VACANT 34 35 O. , Equipment Branch Breaker The duplex receptacle on the rear of 36 either PDA #21- or 3L shall be wired in parallel with the ground fault 37 current interrupt receptacle on the front of the power supply. The 38 ground fault current interrupt receptacle being in the "Test" mode shall 39 not remove power to the rear receptacle. 40 41 9- 29.13(10)C NEMA Controller Cabinets 42 Each NEMA traffic controller shall be housed in a weatherproof cabinet 43 conforming to the following requirements: 45 1. Construction shall be of 0.073 -inch minimum thickness series 300 46 stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 47 alloy aluminum. The stainless steel shall be annealed or one- quarter- 48 hardness complying with ASTM A666 stainless steel sheet. Cabinets 49 may be finished inside with an approved finish coat of exterior white 50 enamel. If no other coating is specified in the Contract Provisions the 51 exterior of all cabinets shall be bare metal. All controller cabinets shall 52 be furnished with front and rear doors. City of Federal Way Lakota Middle School Sidewalk Page 100 RFB ver. 1 -08 RFB # 14 -108 2014 L 1 1 1 0 u 1 2 2. The cabinet shall contain shelving, brackets, racks, etc., to support 3 the controller and auxiliary equipment. All equipment shall set 4 squarely on shelves or be mounted in racks and shall be removable 5 without turning, tilting, or rotating or relocating one device to remove 6 another. A 24 slot rack or racks shall be installed. The rack(s) shall be 7 wired for 2 channel loop detectors and as follows. Slots 1 & 2 phase 1 8 loop detectors. Slots 3, 4, & 5 phase 2 loop detectors. Slots 6 & 7 9 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop detectors. Slots 10 11 & 12 phase 5 loop detectors. Slots 13, 14, & 15 phase 6 loop 11 detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 12 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 13 lower phase 5 detector. Slot 22 wired for a 2 channel discriminator 14 channels A, C. Slot 23 wired for a 2 channel discriminator, channels 15 B, D. Slot 24 wired for a 4 channel discriminator, wired for channel A, 16 B, C, and D. All loop detector slots shall be wired for presence /pulse 17 detection /extension. If an external power supply is required in order 18 for the entire racks(s) to be powered it shall be installed. All rack(s) 19 slots shall be labeled with engraved identification strips. 20 21 3. Additional detection utilizing the "D" connector shall be installed in 22 accordance with the Contract. The cabinet shall be of adequate size 23 to properly house the controller and all required appurtenances and 24 auxiliary equipment in an upright position with a clearance of at least 25 3- inches from the vent fan and filter to allow for proper air flow. In no 26 case shall more than 70 percent of the cabinet volume be used. 27 There shall be at least a 2 -inch clearance between shelf mounted 28 equipment and the cabinet wall or equipment mounted on the cabinet 29 wall. 30 31 4. The cabinet shall have an air intake vent on the lower half of the front 32 door, with a 12 -inch by 16 -inch by 1 -inch removable throw away filter, 33 secured in place with a spring- loaded framework. 34 35 5. The cabinet door(s) shall be provided with: 36 37 a. Cabinet doors shall each have a three point latch system. Locks 38 shall be spring loaded construction locks capable of accepting a 39 Best 6 pin core. A 6 pin construction core of type (blue, green, or 40 Red) specified in the contract shall be installed in each core lock. 41 One core removal key and two standard keys shall be included 42 with each cabinet and delivered to the Engineer. 43 44 b. A police panel assembly shall be installed in the front door and 45 shall have a stainless steel hinge pin and a police panel lock. 46 Two police keys with shafts a minimum of 1%-inches long shall 47 be provided with each cabinet. 48 49 c. All doors and police panel door shall have one piece, closed cell, 50 neoprene gaskets. 51 52 d. A two position doorstop assembly. City of Federal Way Lakota Middle School Sidewalk Page 101 RFB ver. 1 -08 RFB # 14-108 • 2014 2 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for 3 cabinet lighting. Color temperature shall be 4100K (cool white) or 4 higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 5 shatterproof tubular bulbs. LED light strips shall be approximately 12 6 inches long, and have a minimum output of 320 lumens. Lighting 7 shall be ceiling mounted and oriented parallel to the door face. 8 Lighting shall not interfere with the proper operation of any other 9 ceiling mounted equipment. All lighting fixtures shall energize 10 whenever any door is opened. Each door switch shall be labeled 11 "Light°. 12 13 9- 28.13(10)D Cabinets for Type 170E and 2070 controllers 14 Type 170E and 2070 controllers shall be housed in a model 332L cabinet 15 unless specified otherwise in the contract. Type 332L cabinets shall be 16 constructed in accordance with TEES with the following modifications: 17 18 1. Each door shall be furnished with the equipment listed in Standard 19 Specifiications 9- 29.13(10)C item 5 above. 20 21 2. The cabinet shall be furnished with auxiliary equipment described in 22 Standard Specification 9- 29.13(10)B. 23 24 3. The cabinet shall be fabricated of stainless steel or sheet aluminum in 25 accordance with Section 9- 29.13(10)C, Item 1 above. Painted steel, 26 painted or anodized aluminum is not allowed. 27 28 4. A disposable paper filter element with dimensions of 12" x 6" x V 29 shall be provided in .lieu of a metal filter. The filter shall be secured in 30 the filter holder with a louvered aluminum cover. The maximum depth 31 32 of the cover shall not be more than 0.5" inch to provide the filter to be flush against the door. No incoming air shall bypass the filter 33 element. 34 35 5. Field wire terminals shall be labeled in accordance with the Field 36 Wiring Chart. 37 38 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for 39 cabinet lighting. Fluorescent fixtures shall use 12 inch (nominal), 8W, 40 type T5 tubular bulbs. Tubular bulbs shall be contained within a 41 shatterproof lamp cover. Led strips shall be approximately 12 inches. 42 long, and have a minimum output of 320 lumens. There shall be one 43 fixture for each rack within the cabinet. Lighting shall be ceiling 44 mounted and oriented perpendicular to the door face. Rack mounted 45 lights are not allowed. Lighting shall be positioned such that the 46 fixture is centered between the front and rear of the cabinet. Lighting 47 48 shall not interfere with the proper operation of any other ceiling mounted equipment. Each lighting fixture shall energize 49 automatically when either door to that respective rack is opened. 50 Each door switch shall be labeled "Light ". 51 52 7. One drawer shelf, as shown in the TEES City of Federal Way Lakota Middle School Sidewalk Page 102 RFB ver. 1 -08 RFB # 14 -108. 2014 r L� fl 1 � I L 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8. 332D Controller Cabinet a. The 332D Controller cabinet shall have the appearance of two Type 332 controller cabinets joined at opposing sides. The outside Dimensions of the cabinet shall be 67" High X 48 1/2" Wide X 30 1/4" Deep. b. The right side of the cabinet, as viewed from the front, shall be considered the Signal Control side. The left side of the cabinet, when viewed from the front, shall be considered the ITS /COMM side. c. One police access panel shall be installed on the right side of the cabinet, as viewed from the front. d. Two cabinet lights shall be provided one on each side and as described in section 9- 29.13(10)D.6 e. Vacant f. The Traffic Signal Control side of the cabinet shall contain the Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications. The Traffic Signal Control side of the cabinet shall also meet all the additional equipment requirements of the Type 332 Signal Controller cabinet as indicated in the contract specifications. g. The ITS /COMM side of the cabinet shall contain ITS and Communication equipment and shall be furnished with the following: 1. One controller shelf unit, mounted 36 inches from the bottom of the cabinet opening to the front of the cabinet and attaching to the front rails of the EIA rack, shall be provided. The shelf shall be fabricated from aluminum and shall contain a rollout flip -top drawer for storage of wiring diagrams and manuals. 2. One aluminum sheet metal panel, 1/8 "x 15 "x 54 ", shall be installed to the rear of the cabinet on the right hand (when facing the front) side railing. 3. Additional ITS and Communication equipment as described in the Contract Plans and the ITS section of the Contract Special Provisions. 9- 29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets designated for use as a traffic data or ramp meter shall be Type 334L cabinets furnished to meet the TEES with the modifications listed in Section 9- 29.13(10)D and include the following accessories: City of Federal Way Lakota Middle School Sidewalk Page 103 RFB ver. 1 -08 RFB # 14-108 2014 21 22 B. Text 1 1. Each cabinet shall be equipped with a fully operable controller equipped as 2 directly to the panel except the Phenolic detector and cabinet nameplates. specified in the Contract Provisions. 25 3 26 A nameplate for each loop shall be engraved with a Y -inch nominal text 4 2. Two input files, shall be provided. 5 permanently affixed to the detector panel. 29 6 3. The PDA #31- shall contain three Model 200 Load Switches. C. LEDs 7 31 A second transfer relay, Model 430, shall be mounted on the rear of the PDA 8 #3L and wired as shown in the Plans. 33 9 34 35 Viewing angle 50° minimum Brightness 8 Milli candelas 10 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be 11 LEDs with RED, YELLOW or GREEN as part of their labels shall be red, labeled POLICE CONTROL, ON -OFF. 38 12 13 5. Display Panel 39 14 40 15 16 A. General Each cabinet shall be furnished with a display panel. The panel shall be D. Detector panel Control Switch 17 42 mounted, showing and providing detection for inputs and specified 18 switch on the panel with labels and functions as follows: controller outputs, at the top of the front rack above the controller unit. The 44 19 display panel shall be fabricated from brushed aluminum and constructed. ON 20 46 according to the detail in the Plans. 21 22 B. Text 23 All text on the detector panel shall be black in color and silk screened 24 directly to the panel except the Phenolic detector and cabinet nameplates. 25 26 A nameplate for each loop shall be engraved with a Y -inch nominal text 27 according to the ITS Field Wiring Charts. The nameplates shall be 28 permanently affixed to the detector panel. 29 30 C. LEDs 31 The LEDs for the display panel shall meet the following Specifications: 32 33 Case size T 1-% 34 35 Viewing angle 50° minimum Brightness 8 Milli candelas 36 37 LEDs with RED, YELLOW or GREEN as part of their labels shall be red, 38 yellow or green in color. All other LEDs shall be red. All LEDs shall have 39 tinted diffused lenses. 40 41 D. Detector panel Control Switch 42 Each display panel shall be equipped with one detector display control 43 switch on the panel with labels and functions as follows: 44 45 ON 46 Detector panel LEDs shall operate consistent with their separate 47 48 switches. 49 OFF 50 All detector indicator LEDs shall be de- energized. Detector calls shall 51 continue to reach the controller. 52 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 104 2014 RFB ver. 1 -08 � I 1 TEST 2 All detector indicator LEDs shall illuminate and no calls shall be 3 placed to the controller. 4 5 E. Advance Warning Sign Control Switch 6 Each display panel shall be equipped with one advance warning sign 7 control switch on the panel with labels and functions as follows: 8 9 AUTOMATIC 10 Sign Relay shall energize upon ground true call from controller. 11 12 13 SIGN OFF Sign Relay shall de- energize. 14 15 SIGN ON 16 Sign Relay shall energize. 17 18 F. Sign Relay 19 The sign relay shall be plugged into a socket installed on the rear of the 20 display panel. The relay shall be wired as shown in the Plans. The relay 21 coil shall draw (or sink) 50 milliamperes t 10% from the 170E/HC11 22 controller and have a DPDT contact rating not less than 10 amperes. A 23 1 N4004 diode shall be placed across the relay coil to suppress voltage 24 spikes. The anode terminal shall be connected to terminal #7 of the relay 25 as labeled in the Plans. The relay shall energize when the METERING 26 indicator LED is lit. 27 28 G. Detector Input Indicators 29 One LED and one spring - loaded two- position SPST toggle switch shall be 30 provided for each of the 40 detection inputs. These LEDs and switches 31 shall function as follows: 32 33 TEST 34 When the switch is in the test position, a call shall be placed to the 35 controller and energize the associated LED. The switch shall 36 automatically return to the run position when it is released. 37 38 RUN 39 In the run position the LEDs shall illuminate for the duration of each 40 call to the controller. 41 42 H. Controller Output Indicators 43 The display panel shall contain a series of output indicator LEDs mounted 44 below the detection indicators. The layout shall be according to the detail 45 in the Plans. These LEDs shall illuminate upon a ground true output from 46 the controller via the C5 connector. 47 48 The output indicator LEDs shall have resistors in series to drop the voltage 49 from 24 volts DC to their rated voltage and limit current below their rated 50 current. The anode connection of each LED to +24 VDC shall be wired 51 through the resistor. 52 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 105 2014 RFB ver. 1 -08 � 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 I. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 and P2 connectors shall be 50 -pin cannon D series, or equivalent 50 pin connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans. The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans. 6. Model 204 Flasher Unit Each Model 334 ramp meter cabinet shall be supplied with one Model 204'sign flasher unit mounted on the right rear side panel. The flasher shall be powered from T1 -2. The outputs from the flasher shall be wired to T1 -5 and T1 -6. 7. Fiber Optic Patch Panel The Contractor shall provide and install a rack - mounted fiber optic patch panel as identified in the Plans. Cabinet Wiring Terminal blocks T131 through T139 shall be installed on the Input Panel. Layout and position assignment of the terminal blocks shall be as noted in the Plans. Terminals for field wiring in traffic data and /or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following: Terminal Block Pos. Terminal and Wire Numbers Connection Identification TBS 501 -502 AC Power, Neutral T1 -2 641 Sign on T1 -4 643 Sign off T1 -5 644 Flasher Output NC T1 -6 645 Flasher Output NO T4-1 631 Lane 3 - Red T4-2 .632 Lane 3 — Yellow T4-3 633 Lane 3 — Green T4-4 621 Lane 2 - Red T4-5 622 Lane 2 - Yellow T4 -6 623 Lane 2 — Green T4 -7 611 Lane 1 — Red T4-8 612 Lane 1 —Yellow T4-9 613 Lane 1 - Green City of Federal Way Lakota Middle School Sidewalk Page 106 RFB ver. 1 -08 RFB # 14 -108 2014 1 Loop lead -in cables shall be labeled and connected to cabinet terminals according 2 to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20 3 days of the Contractor's request. 4 5 9- 29.13(12) ITS cabinet: 6 Basic ITS cabinets shall be Model 334L Cabinets, unless otherwise specified in the 7 Contract. Type 334L Cabinets shall be constructed in accordance with the TEES, with 8 the following modifications: 9 10 1. The basic cabinet shall be furnished with only Housing 1 B, Mounting Cage 1, 11 Service Panel #1, a Drawer Shelf, and Controller Unit Supports. Additional 12 13 equipment may be specified as part of the cabinet function - specific standards. 14 2. Housing aluminum shall be 5052 alloy with mill finish. Painted or anodized 15 aluminum is not allowed. 16 17 3. The door air filter shall be a disposable paper filter element of at least 180 18 square inches. 19 20 4. Locks shall be spring loaded construction core locks capable of accepting a 21 Best 6 -pin core. A 6 -pin construction core of the type (Blue, Green, or Red) 22 specified in the Contract shall be installed in each core lock. One core removal 23 key and two standard keys (properly marked) shall be included with each 24 cabinet and delivered to the Engineer upon Contract completion. 25 26 5. Each cabinet shall include a 120VAC electric strip heater with a rating of 100 27 watts, which shall be thermostat controlled. The heater strip shall be fed by 28 wire with a temperature rating of 400 °F or higher, and shall be shielded to 29 prevent contact with wiring, equipment, or personnel. If the heater thermostat 30 is separate from the fan thermostat, the heater thermostat must meet the same 31 requirements a + + + +s the fan thermostat as defined in TEES. 32 33 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet 34 lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent 35 fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs contained within 36 a shatterproof, lamp cover. LED light strips shall be approximately 12 inches 37 long, and have a minimum output of 320 lumens. There shall be two fixtures 38 for each rack within the cabinet Lighting shall be ceiling mounted and oriented 39 parallel to the door face — rack mounted lighting is not permitted. Lighting shall 40 not interfere with the proper operation of any other ceiling mounted equipment. 41 42 All lighting fixtures above a rack shall energize whenever either door to that respective rack is opened. Each door switch shall be labeled "Light'. 43 44 7. Each cabinet shall be equipped with a power distribution assembly (PDA) 45 mounted in a standard EIA 19 -inch (ANSI /EIA RS- 310 -C) rack utilizing no more 46 than five Rack Mounting Units (RMU) (8.75 inches). The PDA shall include the 47 following equipment: 48 49 a. One duplex NEMA 5 -15R GFCI receptacle on the front of the PDA. 50 City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 107 2014 RFB ver. 1 -08 City of Federal Way Lakota Middle School Sidewalk Page 108 RFB ver. 1 -08 RFB # 14-108 2014 1 b. Four duplex NEMA 5 -15R receptacles on the rear of the PDA. These 2 receptacles shall remain energized on a trip or failure of the GFCI 3 receptacle. 4 5 c. Four 1 P-1 5A, 120VAC Equipment/Field Circuit Breakers. 6 7 d. Line filter meeting the requirements of 9- 29.13(10)A.d. 8 9 PDA components shall be mounted in or on the PDA such that they are 10 readily accessible, provide dead front safety, and all hazardous voltage 11 points are protected to prevent inadvertent contact. 12 13 8. Service Panel #1 shall include a service terminal block labeled "TBS ", a Tesco 14 TES -10B or equivalent surge suppressor connected to provide power in line 15 surge suppression, and a 1 P -30A Main Breaker. The Service Panel Assembly 16 (SPA) shown in the TEES shall not be included. 17 18 9. Each cabinet shall include a rack mounted fiber optic patch panel of the type 19 specified in the Contract. 20 21 Cabinet drawings and wiring diagrams shall be provided in the drawer shelf. 22 Additionally, an electronic (PDF format) copy of all drawings and wiring diagrams shall 23 be provided. 24 25 9- 29.16(1)A1 Conventional Optical System 26 This section's title is revised to read: 27 28 9- 29.16(1)A1 Non -LED Optical System 29 30 9- 29.16(1)D1 Electrical - Conventional 31 This section's title is revised to read: 32 33 9- 29.16(1)D1 Electrical — Non -LED 34 35 9 -29.20 Pedestrian Signals 36 This section is revised to read: 37 38 Pedestrian signals shall be Light Emitting Diods (LED) type. 39 40 The LED pedestrian signal module shall be operationally compatible with controllers and 41 conflict monitors. The LED lamp unit shall contain a disconnect that will show an open 42 switch to the conflict monitor when less than 60 percent of the LEDs in the unit are 43 operational. 44 45 The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a 46 Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1- 47 06.3, with each type of signal head. The certificate shall state that the lot of pedestrian 48 signal heads meet the following requirements: 49 50 1. All pedestrian signal heads shall be a Walk/Don't Walk module with a 51 countdown display. 52 City of Federal Way Lakota Middle School Sidewalk Page 108 RFB ver. 1 -08 RFB # 14-108 2014 1 1 1 u 1 P 1 2 4 5 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 46 47 48 49 50 51 52 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 01113, VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. b. Each pedestrian signal face shall be a single unit housing with the signal indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. c Housings shall be green polycarbonate or die -cast aluminum and the aluminum housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595 - 14056). All hinges and latches and interior hardware shall be stainless steel. 3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change interval. When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval- for one signal cycle. During the following pedestrian change interval the countdown shall show the revised time, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. 4. LED displays shall conform to the following: a. Wattage (Maximum): Portland Orange Raised Hand, 15 watts:: Lunar White Walking Person, 15 watts. b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. c. Temperature: Temperature range shall be -35° F to +165° F. d. LED pedestrian heads shall be supplied with Z crate visors. Z crate: visors shall have 21 members at 45 degrees and 20 horizontal members. 9- 29.20(1) LED Pedestrian Displays This section is deleted. City of Federal Way Lakota Middle School Sidewalk Page 109 RFB ver. 1 -08 RFB # 14 -108 2014 2 4 5 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 5 46 47 9- 29.20(2) Neon Grid Type This section is deleted. 9 -29.24 Service Cabinets In the first paragraph, the lettered items A -J are re- lettered to read B -K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display.an arc flash warning label that meets the requirements of ANSI Z535. 9 -29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48 ". The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy -duty, barrier type. The terminal blocks shall be provided with a field -side and a control -side connector separated by a marker strip. One spare 12- position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 1 8. Each non -pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit breakers. Each compartment shall be enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. 9- 34.AP9 Section 9 -34, Pavement Marking Material August 5, 2013 48 9 -34.2 Paint 49 The second paragraph is revised to read: 50 City of Federal Way Lakota Middle School Sidewalk Page 110 RFB ver. 1 -08 RFB # 14 -108 2014 7 1 Blue and black paint shall comply with the requirements for yellow paint in Section 9- 2 34.2(4) and Section 9- 34.2(5), with the exception that blue and black paints do not need 3 to meet the requirements for titanium dioxide, directional reflectance, and contrast 4 ration. 5 6 9- 34.3(4) Type D — Liquid Cold Applied Methyl Metharcrylate 7 The column headings in the table titled "98:2 Formulations 'Type D — Liquid Cold Applied 8 Methyl Methacrylate" are revised to read: 9 98:2 Formulations Type D — Liquid Cold Applied Methyl Methacrylate Property I D-1 D -2 D-3 D-4 D-5 D-6 Test Method I Min. I Max. Min. I Max. Min. I Max. Min. I Max. Min. I Max. Min. I Max 10 11 12 9- 36.AP9 13 Section 9 -36, Shaft - Related Materials 14 August 5, 2013 15 9- 36.1(1) Permanent Casing 16 This section is revised to read: 17 18 Permanent casing shall be of steel base metal conforming to ASTM A 36, ASTM A 252 19 Grades 2 or 3, ASTM A 572, or ASTM A 588. KC, City of Federal Way RFB # 14-108 Lakota Middle School Sidewalk Page 111 2014 RFB ver. 1 -08 INTRO.AP1 2 INTRODUCTION 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 The following Amendments and Special Provisions shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1- 03.AP1 Section 1 -03, Award and Execution of Contract March 3, 2014 1 -03.4 Contract Bond The last word of item 3 is deleted. Item 4 is renumbered to 5. The following is inserted after item 3 (after the preceding Amendments are applied): 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 1- 07.AP1 Section 1 -07, Legal Relations and Responsibilities to the Public January 6, 2014 1 -07.2 State Taxes This section is revised to read: The Washington State Department of Revenue has 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 Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contracting Agency may deduct from its payments to the Contractor, retainage or lien the bond, in the amount the Contractor owes the State Department of Revenue, whether the amount owed relates to the Contract in question or not. Any amount so deducted will be paid into the proper State fund on the contractor's behalf. For additional information on tax rates and application refer to applicable RCWs, WACs or the Department of Revenue's website. City of Federal Way Lakota Middle School Sidewalk Page 112 RFB ver. 1 -08 RFB # 14-108 1 2014 I � 1 f `: 1 1 J r� F] 1 1 1 1 1- 07.2(1) State Sales Tax: Work Performed on City, County, or Federally - 2 Owned Land 3 This section including title is revised to read: 4 5 1- 07.2(1) State Sales Tax: WAC 458 -20 -171 — Use Tax 6 For. Work designated as Rule 171, Use Tax, the Contractor shall include for 7 compensation the amount of any taxes paid in the various unit Bid prices or .other 8 Contract amounts. Typically, these taxes are collected on materials incorporated into the 9 project and items such as the purchase or rental of, tools, machinery, equipment, or 10 consumable supplies not integrated into the project. 11 12 The Summary of Quantities in the Contract Plans identifies those parts of the project 13 that are subject to Use Tax under Section 1- 07.2(1). 14 15 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land 16 This section including title is revised to read: 17 18 1- 07.2(2) State Sales Tax: WAC 458 -20 -170 — Retail Sales Tax 19 For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from 20 the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting 21 Agency will automatically add this Retail Sales Tax to each payment to the Contractor 22 and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid 23 prices or in any other Contract amount. However, the Contracting Agency will not 24 provide additional compensation to the Prime Contractor or Subcontractor for Retail 25 Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total 26 contract amount. Typically, these taxes are collected on items such as the purchase or 27 rental of; tools, machinery, equipment, or consumable supplies not integrated into the 28 project. Such sales taxes shall be included in the unit Bid prices or in any other Contract 29 amounts. 30 31 The Summary of Quantities in the Contract Plans identifies those parts of the project 32 that are subject to Retail Sales Tax under Section 1- 07.2(2). 33 34 1- 07.2(3) Services 35 This section is revised to read: 36 37 Any contract wholly for professional or other applicable services is generally not subject 38 to Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from 39 the Contracting Agency on those Contracts. Any incidental taxes paid as part of 40 providing the services shall be included in the payments under the contract. 41 42 5- 01.AP5 43 Section 5 -01, Cement Concrete Pavement Rehabilitation 44 January 6, 2014 45 5 -01.2 Materials 46 The referenced section for the following item is revised to read: 47 48 Dowel Bars 9 -07.5 49 50 City of Federal Way Lakota Middle School Sidewalk Page 113 RFB ver. 1 -08 RFB # 14-108 2014 1 5- 04.AP5 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 Section 5 -04, Hot Mix Asphalt January 6, 2014 5- 04.3(7)A3 Commercial Evaluation The second sentence in the first paragraph is revised to read: Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project Engineer on WSDOT Form 350 -042. 6- 02.AP6 Section 6 -02, Concrete Structures January 6, 2014 6- 02.3(6)A2 Cold Weather Protection The first sentence in the first paragraph is revised to read: This Specification applies when the weather forecast on the day of concrete placement predicts air temperatures below 35 °F at any time during the 7 days following placement. 6- 02.3(15) Date Numerals The third sentence in the first paragraph is revised to read: When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6- 02.3(17)A Design Loads The fifth paragraph is revised to read: Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the entire falsework plan area, plus the greater of: 1. Actual weights of the deck finishing equipment applied at the rails, or; 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. 6- 02.3(17)J Face Lumber, Studs, Wales, and Metal Forms The second to last paragraph is deleted. 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings The first five paragraphs are deleted and replaced with the following two new paragraphs: Grout shall conform to Section 9- 20.3(2) for anchor bolts and for bearing assemblies with bearing plates. Grout shall conform to Section 9- 20.3(3) for elastomeric bearing pads and fabric pad bearings without bearing plates. Grout shall be a workable mix with a viscosity that is suitable for the intended application. The Contractor shall receive approval from the Engineer before using the grout. City of Federal Way Lakota Middle School Sidewalk Page 114 RFB ver. 1--08 RFB # 14 -108 2014 F1 1 1 2 6- 02.3(26)F Prestressing Reinforcement 3 The last sentence in the fourth paragraph is revised to read: 4 5 If the prestressing reinforcement will not be stressed and grouted for more than 7 6 calendar days after it is placed in the ducts, the Contractor shall place an approved 7 corrosion inhibitor conforming to Federal Specification MIL- 1- 22110C in the ducts. 8 9 6- 05.AP6 10 Section 6 -05, Piling 11 March 3, 2014 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- 05.3(4) Manufacture of Steel Casings for Cast -In -Place Concrete Piles This section is revised to read: The diameter of steel casings shall be as specified in the Contract. A full - penetration groove weld between welded edges is required. 6- 05.3(5) Manufacture of Steel Piles This section is revised to read: Steel piles shall be made of rolled steel H -pile sections, steel pipe piles, or of other structural steel sections described in the Contract. A full - penetration groove weld between welded edges is required. 6- 05.3(6) Splicing Steel Casings and Steel Piles This section is revised to read: The Engineer will normally permit steel piles and steel casings for cast -in -place concrete piles to be spliced. But in each case, the Contractor shall obtain approval on the need and the method for splicing. Welded splices shall be spaced at a minimum distance of 10 feet. Only welded splices will be permitted. Splice welds for steel piles shall comply with Section 6- 03.3(25) and AWS D1.1/D1.1M, latest edition, Structural Welding Code. Splicing of steel piles shall be performed in accordance with an approved weld procedure. The Contractor shall submit a weld procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill certification for each lot of pipe to be welded shall accompany the submittal. The ends of all steel pipe piling shall meet the fit -up requirements of AWS D1.1/D1.1 M, latest edition, Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular)," when the material is spliced utilizing a girth weld. Splice welds of steel casings for cast -in -place concrete piles shall be the Contractor's responsibility and shall be welded in accordance with AWS D1.1/D1.1M, latest edition, Structural Welding Code. A weld procedure submittal is not required for steel casings used for cast -in -place concrete piles. Casings that collapse or are not watertight, shall be replaced at the Contractor's expense. City of Federal Way Lakota Middle School Sidewalk Page 115 RFB ver. 1 -08 RFB # 14 -108 2014 1 6- 07.AP6 2 Section 6 -07, Painting 3 January 6, 2014 4 6- 07.3(10)E Surface Preparation — Full Paint Removal 5 This section is revised to read: 6 7 For structures where fVll removal of existing paint is specified, the Contractor shall 8 remove any visible oil, grease, and road tar in accordance with SSPC -SP 1. 9 10 Following preparation by SSPC -SP 1, all steel surfaces to be painted shall be prepared 11 in accordance with SSPC -SP 10, near -white metal blast cleaning. Surfaces inaccessible 12 to near -white metal blast cleaning shall be prepared in accordance with SSPC -SP 11, 13 power tool cleaning to bare metal, as allowed by the Engineer. 14 15 8- 04.AP8 16 Section 8 -04, Curbs, Gutters, and Spillways 17 January 6, 2014 18 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways 19 The first sentence in the fourth paragraph is revised to read: 20 21 Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, 22 and placed at the beginning and ends of curb returns, drainage Structures, bridges, and 23 cold joints with existing curbs and gutters. 24 25 8- 04.3(1)A Extruded Cement Concrete Curb 26 The second sentence in the second paragraph is revised to read: 27 28 Cement concrete curbs shall be anchored to the existing pavement by placing steel 29 reinforcing bars 1 foot on each side of every joint. 30 31 The third paragraph is revised to read: 32 33 Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 34 35 8- 11.AP8 36 Section 8 -11, Guardrail 37 January 6, 2014 38 8- 11.3(1)A Erection of Posts 39 The second paragraph in this section is deleted. 40 41 8- 11.3(1)C Terminal and Anchor Installation 42 The last sentence in the last paragraph is deleted. 43 City of Federal Way RFB # 14 -108 Lakota Middle School Sidewalk Page 116 2014 RFB ver. 1 -08 I1 9- 03.AP9 2 Section 9 -03, Aggregates 3 January 6, 2014 4 9- 03.1(2)C Use of Substandard Gradings 5 This section including title is deleted in its entirety and replaced with the following: 6 7 Vacant 8, 9 9- 07.AP9 10 Section 9 -07, Reinforcing Steel 11 January 6, 2014 12 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) 13 This section's title is revised to read: 14 15 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 16 Cement Concrete Pavement Rehabilitation) 17 18 9- 09.AP9 19 Section 9 -09, Timber and Lumber 20 January 6, 2014 21 9- 09.3(1) General Requirements 22 The fourth paragraph is revised to read: 23 24 All orders of treated timber and. lumber shall be accompanied by a Certificate of 25 Treatment record. The Certificate of Treatment showing conformance to this 26 specification and AWPA standards shall include the following information: 27 Name and location of the wood preserving company, 28 Customer identification, 29 Date of treatment and charge number, 30 Type of chemical used and amount of retention, 31 Treating process and identification of the Specification used, 32 Boring records verifying treatment penetration for timber and lumber with a nominal 33 dimension of 6" x 6" or larger, 34 Description of material that was treated, and 35 Signature of a responsible plant official. 36 37 The fifth paragraph is deleted. 38 39 The first sentence in the last paragraph is revised to read: 40 All timber and lumber to be used in aquatic environments, unless specified otherwise in 41 the Contract, shall be chemically treated using Western Wood Preservers Institute Best 42 Management Practices (BMPs). 43 City of Federal Way RFB # 14108 Lakota Middle School Sidewalk Page 117 2014 RFB ver. 1 -08 1 9- 10.AP9 2 Section 9 -10, Piling 3 March 3, 2014 4 9 -10.5 Steel Piling 5 This section is revised to read: 6 7 The material for rolled steel piling H- piling and pile splices shall conform to ASTM A 36, 8 ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall conform 9 to one of the following requirements except as specifically noted in the Plans: 10 11 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded 12 or helical (spiral) seam submerged -arc welded pipe piles of any diameter. 13 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded 14 or helical (spiral) seam submerged -arc welded pipe piles of any diameter. For 15 the purposes of welding and prequalification of base metal, steel pipe pile 16 designated as ASTM A 252 may be treated as prequalified provided the 17 chemical composition conforms to a prequalified base metal classification listed 18 in Table 3.1 of the AWS D1.1/D1.1M, latest edition, Structural Welding Code, 19 the grade of pipe piling meets or exceeds the grade specified in the Plans, and 20 the carbon equivalent (CE) is a maximum of 0.45- percent. 21 3. ASTM A 572 or ASTM A588 material maybe used for longitudinal seam 22 welded piles of any diameter. 23 24 For helical (spiral) seam submerged -arc welded pipe piles, the maximum radial offset of 25 strip /plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and 26 the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be 27 greater than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. 28 29 Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, 30 ASTM A 572 or ASTM A 992, except as otherwise noted in the Plans. 31 32 All steel piling may be accepted by the Engineer based on the Manufacturer's 33 Certificate of Compliance submitted in accordance with Section 1 -06.3. The 34 manufacturer's certificate of compliance submittal for steel pipe piles shall be 35 accompanied. by certified mill test reports, including chemical analysis and carbon 36 equivalence, for each heat of steel used to fabricate the steel pipe piling. 37 38 9- 14.AP9 39' Section 9 -14, Erosion Control and Roadside Planting 40 January 6, 2014 41 9- 14.4(7) Tackifier 42 This section is revised to read: 43 44 Tackifiers are used as a tie -down for soil, compost, seed, and /or mulch. Tackifiers shall 45 contain no growth or germination- inhibiting materials and shall not reduce infiltration 46 rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. 47 City of Federal Way Lakota Middle School Sidewalk Page 118 RFB ver. 1 -08 RFB # 14-108 2014 I � I � I � I 1 The Contractor shall provide test results documenting the tackifier meets the 2 requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in 3 Section 9- 14.4(2). The tests shall be performed at the manufacturer's recommended 4 application rate. 5 6 9- 14.6(2) Quality 7 The second and third paragraphs in this section are revised to read: 8 9 All plant material shall comply with State and Federal laws with respect to inspection 10 for plant diseases and insect infestation. Plants must meet Washington State 11 Department of Agriculture plant quarantines and have a certificate of inspection. Plants 12 originating in Canada. must be accompanied by a phytosanitary certificate stating the 13 plants meet USDA health .requirements. 14 15 All plant material shall be purchased from a nursery licensed to sell plants in their state 16 or province. 17 18 City of Federal Way Lakota Middle School Sidewalk Page 119 RFB ver. 1 -08 RFB # 14 -108 2014 SPECIAL PROVISIONS 1 INTRODUCTION TO THE SPECIAL PROVISIONS 2 3 (August 14, 2013 APWA GSP) 4 5 The work on this project shall be accomplished in accordance with the Standard Specifications 6 for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State 7 Department of Transportation ( WSDOT) and the American Public Works Association (APWA), 8 Washington State Chapter (hereafter "Standard Specificationsn). The Standard Specifications, ' 9 as modified or supplemented by the Amendments to the Standard Specifications and these 10 Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 11 the Work. 12 13 These Special Provisions are made up of both General Special Provisions (GSPs) from various 14 15 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 16 a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 17 18 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. 19 • 20 21 Also incorporated into the Contract Documents by reference are: • Manual Uniform Traffic Control Devices for Streets and Highway4 currently adopted on 22 edition, with Washington State modifications, if any 23 • Standard Plans for Road, Bridge and Municipal Consi vc6on, WSDOT /APWA, current 24 edition 25 • City of Federal Way Public Works Development Standards 26 • WSDOT Standard plans 27 • King County Design Standards, 2007 edition 28 29 Contractor shall obtain copies of these publications, at Contractor's own expense. 30 31 Several types of Special Provisions are included in this contract: WSDOT General, APWA 32 General, and Project Specific. Special Provision types are differentiated as follows: 33 (date) WSDOT General Special Provision (date, NWR GSP) WSDOT Northwest Region General Special Provision (date, APWA GSP) . APWA General Special Provision ( * * * * *) Identifies changes (by section) to WSDOT and APWA General Special Provisions (Special Proiision) Project Specific Special Provision 34 35 DESCRIPTION OF WORK 36 37 This project shall consist of improvements for the Lakota Middle School — 13th Avenue SW 38 Sidewalk Connection Project as following: 39 1. Construction of sidewalk, curb, gutter and American with Disabilities Act (ADA) improved 40 driveway approaches on the south side of SW 314th Street (east of Lakota Middle School 41 to 13th Avenue SW) and on the west side of 13th Avenue SW (from SW 3140 St to SW 42 3161' St). 43 2. Installation of solar powered school zone flashing beacon system. City of Federal Way RFB # 14-108 Lakota Middle School - Page 1 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 1 DIVISION 1 2 GERNERAL REQUIREMENTS 3 4 DESCRIPTION OF WORK 5 6 (March 13, 1995 WSDOT GSP) 7 This Contract provides for the Lakota Middle School Sidewalk and other work, all in accordance 8 with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 9 10 1 -01.3 Definitions 11 (March 8, 2013 APWA GSP) 12 13 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 14 them with the following: 15 16 Dates 17 Bid Opening Date 18 The date on which the Contracting Agency publicly opens and reads the Bids. , 19 Award Date 20 The date of the formal decision of the Contracting Agency to accept the lowest 21 responsible and responsive Bidder for the Work. 22 Contract MWCUIVon Date 23 The date the Contracting Agency officially binds the Agency to the Contract. 24 Notice to Proceed Date 25 The date stated in the Notice to Proceed on which the Contract time begins. 26 Substantial Compiedon Date 27 The day the Engineer determines the Contracting Agency has full and unrestricted use 28 and benefit of the facilities, both from the operational and safety standpoint, any 29 remaining traffic disruptions will be rare and brief, and only minor incidental work, 30 replacement of temporary substitute facilities, plant establishment periods, or correction 31 or repair remains for the Physical Completion of the total Contract. 32 Physical Congpledon Date 33 The day all of the Work is physically completed on the project. All documentation 34 required by the Contract and required by law does not necessarily need to be furnished 35 by the Contractor by this date. 36 Compledon Date 37 The day all the Work specified in the Contract is completed and all the obligations of the 38 Contractor under the contract are fulfilled by the Contractor. All documentation required 39 by the Contract and required by law must be furnished by the Contractor before 40 establishment of this date. 41 Final Acceptance Date 42 43 The date on which the Contracting Agency accepts the Work as complete. 44 Supplement this Section with the following: 45 46 All references in the Standard Specifications, Amendments, or WSDOT General Special 47 Provisions, to the terms "State ", "Department of Transportation ", "Washington State 48 Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Contracting ". 49 "Headquarters ", and "State Treasurer" shall be revised to read Agency City of Federal Way RFB # 14 -108 Lakota Middle School - Page 2 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 , 1 1 n 1 1 'I 1 1 P 1 2 All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 3 designated location ". 4 5 All references to "final contract voucher certification" shall be Interpreted to mean the final 6 payment form established by the Contracting Agency. 7 8 The venue of all causes of action arising from the advertisement, award, execution, and 9 performance of the contract shall be in the Superior Court of the County where the 10 Contracting Agency's headquarters are located. 11 12 Additive 13 A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 14 which may, at the discretion of the Contracting Agency, be awarded in addition to the base 15 bid. 16 17 Alternate 18 One of two or more units of work or groups of bid items, identified separately in the Bid 19 Proposal, from which the Contracting Agency may make a choice between different 20 methods or material of construction for performing the same work. 21 22 Business Day 23 A business day is any day from Monday through Friday except holidays as listed in Section 24 1 -08.5. 25 26 Contract Bond 27 The definition in the Standard Specifications for "Contract Bond" applies to whatever bond 28 form(s) are required by the Contract Documents, which may be a combination of a 29 Payment Bond and a Performance Bond. 30 31. Contract Documents 32 See definition for "Contract ". 33 34 Contract Time 35 The period of time established by the terms and conditions of the Contract within which the 36 Work must be physically completed. 37 38 Notice of Award 39 The written notice from the Contracting Agency to the successful Bidder signifying the 40 Contracting Agency's acceptance of the Bid Proposal. 41 42 Notice to Proceed 43 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 44 and directing the Contractor to proceed with the Work and establishing the date on which 45 the Contract time begins. 46 47 Traffic 48 Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 49 equestrian traffic. 50 City of Federal Way Lakota Middle School - 13t' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 3 RFB # 14 -108 2014 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 1 -02 Bid Procedures and Conditions 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 -02.2 Plans and Specifications (June 27, 2011 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 Basis of Distribution Sets Reduced plans (11" x 6 Furnished automatically 1711) upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 2 Furnished only upon 34 ") 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 Section 1 -02.4 is supplemented with the following: Minor variations and miscellaneous items may not be shown on the Plans. In accordance with the Standard Specifications, it shall be the contractor's responsibility of examine the site, familiarize himself with all attendant conditions and determine the difficulties an work involved; and he /she shall accept the site in its existing condition at the time of the award of contract. City of Federal Way Lakota Middle School - 13a' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 4 RFB # 14 -108 2014 1 1 1 C! l � I U 1 n 2 1 -02.5 Proposal Forms 3 (June 27, 2011 APWA GSP) 4 5 Delete this section and replace it with the following: 6 7 The Proposal Form will identify the project and its location and describe the work. It will 8 also list estimated quantities, units of measurement, the items of work, and the materials 9 to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal 10 form that call for, but are not limited to, unit prices; extensions; summations; the total bid 11 amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of 12 addenda; the bidder's name, address, telephone number, and signature; the bidder's 13 D /M/WBE commitment, if applicable; a State of Washington Contractor's Registration 14 Number; and a Business License Number, if applicable. Bids shall be completed by typing 15 or shall be printed in ink by hand, preferably in black ink. The required certifications are 16 included as part of the Proposal Form. 17 18 The Contracting Agency reserves the right to arrange the proposal forms with alternates 19 and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid 20 on all alternates and additives set forth in the Proposal Form unless otherwise specified. 21 22 1 -02.6 Preparation of Proposal 23 (June 27, 2011 APWA GSP) 24 Supplement the second paragraph with the following: 25 4. If a minimum bid amount has been established for any item, the unit or lump sum 26 price must equal or exceed the minimum amount stated. 27 5. Any correction to a bid made by interlinea_tion, alteration, or erasure, shall be initialed 28 by the signer of the bid. 29 Delete the last paragraph, and replace it with the following: 30 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 31 A bid by a corporation shall be executed in the corporate name, by the president or a vice 32 president (or other corporate officer accompanied by evidence of authority to sign). 33 A bid by a partnership shall be executed in the partnership name, and signed by a partner. 34 A copy of the partnership agreement shall be submitted with the Bid Form if any D /M/WBE 35 requirements are to be satisfied through such an agreement. 36 A bid by a joint venture shall be executed in the joint venture name and signed by a 37 member of the joint venture. A copy of the joint venture agreement shall be submitted with 38 the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. 39 Section 1 -02.6 is supplemented with the following: 40 (May 7, 2012 WSDOT GSP) 41 The fourth paragraph of Section 1 -02.6 is revised to read. City of Federal Way Lakota Middle School - Page 5 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 RFB # 14 -108 2014 1 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) 2 Utilization Certification, when required by the Special Provisions. For each and every DBE firm 3 listed on the Bidder's completed Disadvantaged Business Enterprise Utilization Certification, the 4 Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with 5 the DBE participation commitment that the Bidder has made in the Bidder's completed 6 Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 EF 7 (Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this 8 purpose. 9 Bidder must submit good faith effort documentation only in the event the bidder's efforts to 10 solicit sufficient DBE participation have been unsuccessful. Directions for delivery of the 11 Disadvantaged Business Enterprise Written Confirmation Documents and Disadvantaged 12 Business Enterprise Good Faith Effort documentation are included in Sections 1 -02.9. 13 Section 1 -02.6 is supplemented with the following: 14 (August 2, 2004 WSDOT GSP) 15 The fifth and sixth paragraphs of Section 1 -02.6 are deleted. 16 17 1 -02.7 Bid Deposit 18 (March 8, 2013 APWA GSP) 19 20 Supplement this section with the following: 21 22 Bid bonds shall contain the following: 23 1. Contracting Agency- assigned number for the project; 24 2. Name of the project; 25 3. The Contracting Agency named as obligee; 26 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 27 represents five percent of the maximum bid amount that could be awarded; 28 5. Signature of the bidder's officer empowered to sign official statements. The 29 signature of the person authorized to submit the bid should agree with the signature 30 on the bond, and the title of the person must accompany the said signature; 31 6. The signature of the surety's officer empowered to sign the bond and the power of 32 attorney. 33 34 If so stated in the Contract Provisions, bidder must use the bond form included in the 35 Contract Provisions. 36 37 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 38 39 1 -02.9 Delivery of Proposal 40 (August 15, 2012 APWA GSP, Option A) 41 42 Delete this section and replace it with the following: 43 44 Each proposal shall be submitted in a sealed envelope, with the Project Name and Project 45 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 46 otherwise required in the Bid Documents, to ensure proper handling and delivery. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 6 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 1 Ci u J 0 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 49 50 51 If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272 -056A EF, as required by Section 1 -02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified irrthe Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1 -02.12 Public Opening of Proposals Section 1 -02.12 is supplemented with the following: Date of Opening Bids Sealed bids are to be received at the following locations prior to the time specified: In the City of Federal Way Purchasing Office, 33325 8"' Ave S, Federal Way, WA 98003, until 10:00 a.m. of the bid opening date. Bids delivered in person will be received only in the Bid Room on the bid opening date. The bid opening date for this project is Monday April 28, 2014. Bid received will be publicly opened and read after 10:10 a.m. on this date. 1 -02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; C. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1 -02.6; I. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; City of Federal Way RFB # 14-108 Lakota Middle School - Page 7 2014 13'' Ave SW Sidewalk Connection RFB ver. 1 -08 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 45 46 47 48 49 50 j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1 -02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) 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 in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: P' t- _ -i - A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dorwa.gov/ content /fileandpaytaxes /latefiiling /dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). - 7l= 1 . A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. City of Federal Way Lakota Middle School - 13t' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 8 RFB # 14 -108 2014 1 'J 1 i F1 F� 1� 1 1 1 B. Documentation: The Bidder, if and when required as detailed below, shall 2 submit a copy of its standard subcontract form for review, by the Contracting 3 Agency, and a written description of its procedure for validating the 4 responsibility of subcontractors with which it contracts. 5 6 4. Prevailing Wages 7 8 A. Criterion: The Bidder shall not have a record of prevailing wage violations as 9 determined by WA Labor & Industries in the five years prior to the bid 10 submittal date that demonstrates a pattern of failing to pay workers prevailing 11 wages, unless there are extenuating circumstances and such circumstances are 12 deemed acceptable to the Contracting Agency. 13 14 B. Documentation: The Bidder, if and when required as detailed below, shall 15 submit a list of all prevailing wage violations in the five years prior to the bid 16 submittal date, along with an explanation of each violation and how it was 17 resolved. The Contracting Agency will evaluate these explanations and the 18 resolution of each complaint to determine whether the violation demonstrate a 19 pattern of failing to pay its workers prevailing wages as required. 20 21 5. Claims Against Retainaae and Bonds 22 23 A. Criterion: The Bidder shall not have a record of excessive claims filed against 24 the retainage or payment bonds for public works projects in the three years 25 prior to the bid submittal date, that demonstrate a lack of effective 26 management by the Bidder of making timely and appropriate payments to its 27 subcontractors, suppliers, and workers, unless there are extenuating 28 circumstances and such circumstances are deemed acceptable to the 29 Contracting Agency. 30 31 B. Documentation: The Bidder, if and when required as detailed below, shall 32 submit a list of the public works projects completed in the three years prior to 33 the bid submittal date that have had claims against retainage and bonds and 34 include for each project the following information: 35 36 • Name of project 37 • The owner and contact information for the owner; 38 • A list of claims filed against the retainage and /or payment bond for any 39 of the projects listed; 40 • A written explanation of the circumstances surrounding each claim and 41 the ultimate resolution of the claim. 42 43 .6. Public Bidding Crime 44 45 A. Criterion: The Bidder and /or its owners shall not have been convicted of a 46 crime involving bidding on a public works contract in the five years prior to the 47 bid submittal date. 48 49 B. Documentation: The Bidder, if and when required as detailed below, shall sign 50 a statement (on a form to be provided by the Contracting Agency) that the City of Federal Way Lakota Middle School - 13t6 Ave SW Sidewalk Connection RFB ver. 1 -08 Page 9 RFB # 14 -108 2014 I Bidder and /or its owners have not been convicted of a crime involving bidding 2 on a public works contract. 3 4 7. Termination for Cause / Termination for Default 5 6 A. Criterion: The Bidder shall not have had any public works contract terminated 7 for cause or terminated for default by a government agency in the five years 8 prior to the bid submittal date, unless there are extenuating circumstances and 9 such circumstances are deemed acceptable to the Contracting Agency. 10 11 B. Documentation: The Bidder, if and when required as detailed below, shall sign 12 a statement (on a form to be provided by the Contracting Agency) that the 13 Bidder has not had any public works contract terminated for cause or 14 terminated for default by a government agency in the five years prior to the bid 15 submittal date; or if Bidder was terminated, describe the circumstances. . 16 17 8. Lawsuits 18 19 A. Criterion: The Bidder shall not have lawsuits with judgments entered against 20 the Bidder in the five years prior to the bid submittal date that demonstrate a 21 pattern of failing to meet the terms of contracts, unless there are extenuating 22 circumstances and such circumstances are deemed acceptable to the 23 Contracting Agency 24 25 B. Documentation: The Bidder, if and when required as detailed below, shall sign 26 a statement (on a form to be provided by the Contracting Agency) that the 27 Bidder has not had any lawsuits with judgments entered against the Bidder in 28 the five years prior to the bid submittal date that demonstrate a pattern of 29 failing to meet the terms of contracts, or shall submit a list of all lawsuits with 30 judgments entered against the Bidder in the five years prior to the bid 31 submittal date, along with a written explanation of the circumstances 32 surrounding each such lawsuit. The Contracting Agency shall evaluate these 33 explanations to determine whether the lawsuits demonstrate a pattern of 34 failing to meet of terms of construction related contracts 35 36 As evidence that the Bidder meets the mandatory and supplemental responsibility criteria 37 stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 38 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a 39 written statement verifying that the Bidder meets all of the mandatory and supplemental 40 criteria together with supporting documentation including but not limited to that detailed 41 above (sufficient in the sole judgment of the Contracting Agency) demonstrating 42 compliance with all mandatory and supplemental responsibility criteria. The Contracting 43 Agency reserves the right to request such documentation from other Bidders as well, and 44 to request further documentation as needed to assess Bidder responsibility. The 45 Contracting Agency also reserves the right to obtain information from third - parties and 46 independent sources of information concerning a Bidder's compliance with the mandatory 47 and supplemental criteria, and to use that information in their evaluation. The Contracting 48 Agency may (but is not required to) consider mitigating factors in determining whether the 49 Bidder complies with the requirements of the supplemental criteria. 50 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 10 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 1 CI 0 0 u Ll 1 0 1 L 1 1 1 The basis for evaluation of Bidder compliance with these mandatory and supplemental 2 criteria shall include any documents or facts obtained by Contracting Agency (whether from 3 the Bidder or third parties) including but not limited to: (i) financial, historical, or 4 operational data from the Bidder; (ii) information obtained directly by the Contracting 5 Agency from others for whom the Bidder has worked, or other public agencies or private 6 enterprises; and (iii) any additional information obtained by the Contracting Agency which 7 is believed to be relevant to the matter. 8 9 If the Contracting Agency determines the Bidder does not meet the bidder responsibility 10 criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify 11 the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with 12 this determination, it may appeal the determination within two (2) business days of the 13 Contracting Agency's determination by presenting its appeal and any additional information 14 to the Contracting Agency. The Contracting Agency will consider the appeal and any 15 additional information before issuing its final determination. If the final determination 16 affirms that the Bidder is not responsible, the Contracting Agency will not execute a 17 contract with any other Bidder until at least two business days after the Bidder determined 18 to be not responsible has received the Contracting Agency's final determination. 19 20 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with 21 concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility 22 Criteria may make or submit requests to the Contracting Agency to modify the criteria. 23 Such requests shall be in writing, describe the nature of the concerns, and propose specific 24 modifications to the criteria. Bidders shall submit such requests to the Contracting Agency 25 no later than five (5) business days prior to the bid submittal deadline and address the 26 request to the Project Engineer or such other person designated by the Contracting Agency 27 in the Bid Documents. 28 29 1 -02.15 Pre Award Information 30 (August 14, 2013 APWA GSP) 31 32 Revise this section to read: 33 34 Before awarding any contract, the Contracting Agency may require one or more of these 35 items or actions of the apparent lowest responsible bidder: 36 1. A complete statement of the origin, composition, and manufacture of any or all 37 materials to be used, 38 2. Samples of these materials for quality and fitness tests, 39 3. A progress schedule (in a form the Contracting Agency requires) showing the order 40 of and time required for the various phases of the work, 41 4. A breakdown of costs assigned to any bid item, 42 S. Attendance at a conference with the Engineer or representatives of the Engineer, 43 6. Obtain, and furnish a copy of, a business license to do business in the city or county 44 where the work is located. 45 7. Any other information or action taken that is deemed necessary to ensure that the 46 bidder is the lowest responsible bidder. 47 City of Federal Way Lakota Middle School - 13d' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 11 RFB # 14 -108 2014 1 1 -3 Award and Execution of Contract 2 3 1 -03.1 Consideration of Bids 4 (January 23, 2006 APWA GSP) 5 6 Revise the first paragraph to read: 7 c 8 After opening and reading proposals, the Contracting Agency will check them for 9 correctness of extensions of the prices per unit and the total price. If a discrepancy exists 10 between the price per unit and the extended amount of any bid item, the price per unit will 11 control. If a minimum bid amount has been established for any item and the bidder's unit 12 or lump sum price is less than the minimum specified amount, the Contractina Agent' will 13 unilaterally revise the unit or lump sum price, to the minimum specified amount and 14 recalculate the extension. The total of extensions, corrected where necessary, including 15 sales taxes where agplicable and such additives and /or alternates as selected by the 16 Contracting AgenQ& -will be used by the Contracting Agency for award purposes and to fix 17 the Awarded Contract Price amount and the amount of the contract bond. 18 19 1 -03.3 Execution of Contract 20 (October 1, 2005APWA GSP) 21 22 Revise this section to read: 23 24 Cogies of the Contract Provisions, including the unsigned Form of Contract, will be available 25 for signature by the successful bidder on the first business day following award. The 26 number of cogies to be executed by the Contractor will be determined by the Contracting 27 Agency; 28 29 Within 10 calendar days after the award date, the successful bidder shall return the signed 30 Contracting Agency- prepared contract, an insurance certification as required by Section 1- 31 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of 32 the contract by the Contracting Agency, the successful bidder shall provide any pre -award 33 information the Contracting Agency may require under Section 1- 02.15. 34 35 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 36 Agency nor shall any work begin within the project limits or within Contracting Agency - 37 furnished sites. The Contractor shall bear all risks for any work begun outside such areas . 38 and for any materials ordered before the contract is executed by the Contracting Agency. 39 40 If the bidder experiences circumstances beyond their control that prevents return of the 41 contract documents within the calendar days after the award date stated above, the 42 Contracting Agency may grant up to a maximum of 10 additional calendar days for return 43 of the documents, provided the Contracting Agency deems the circumstances warrant it. 44 45 1 -03.4 Contract Bond 46 (October 1, 2005APWA GSP) 47 48 Revise the first paragraph to read: 49 50 The successful bidder shall provide an executed contract bond for the full contract amount. 51 This contract bond shall: City of Federal Way RFB # 14 -108 Lakota Middle School - Page 12 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 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 1. Be on a Contracting Agency- furnished form; 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, materialperson, 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 Ogle 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 1 -04 Scope of Work 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5, Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. 11 SQ Standard Plans for Road, Bridge, and Municipal Construction. 1- 04.4(2) Unexpected Site Changes (March 5, 2014) New Secfion Unanticipated site work, as ordered by the Engineer, shall consist of work not otherwise provided for in the Contract and paid in accordance with Section 1 -09.6. Such work may include: City of Federal Way Lakota Middle School - 13t' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 13 RFB # 14 -108 2014 F �J 1 2 1. Design changes to address field conflicts or adjustments needed to complete the work; 3 2. Miscellaneous work, directed by the Contacting Agency, not covered in the Contract and 4 not exceeding $15,000 per change; 5 3. Removal of unexpected structures or obstructions. , 6 7 Measurement 8 No specific unit of measurement will apply to the force account item "Unexpected Site , 9 Changes ". 10 Pavement 11 "Unexpected Site Changes ", by force account as provided in Section 1 -09.6. 12 To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount 13 in the Proposal to become a part of the Contactor's total bid. ' 14 1 -05.4 Conformity With and Deviations from Plans and Stakes 15 (April 1, 2013 WSDOT GSP) 16 Section 1 -05.4 is supplemented with the following: 17 18 Contractor Surveying - Roadway 19 The Contractor shall be responsible for setting, maintaining, and resetting all alignment 20 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, 21 surfacing, paving, channelization and pavement marking, illumination and signals, guardrails 22 and barriers, and signing. Except for the survey control data to be furnished by the 23 Contracting Agency, calculations, surveying, and measuring required for setting and 24 maintaining the necessary lines and grades shall be the Contractor's responsibility. 25 26 The Contractor shall inform the Engineer when monuments are discovered that were not 27 identified in the Plans and construction activity may disturb or damage the monuments. All 28 monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the 29 length of the project or be replaced at the Contractors expense. 30 31 Detailed survey records shall be maintained, including a description of the work performed 32 on each shift, the methods utilized, and the control points used. The record shall be 33 adequate to allow the survey to be reproduced. A copy of each day's record shall be 34 provided to the Engineer within three working days after the end of the shift. 35 36 The meaning of words and terms used in this provision shall be as listed in "Definitions of 37 Surveying and Associated Terms" current edition, published by the American Congress on 38 Surveying and Mapping and the American Society of Civil Engineers. 39 40 41 1. Verify the primary horizontal and vertical control furnished by the Contracting 42 Agency, and expand into secondary control by adding stakes and hubs as well as 43 additional survey control needed for the project. Provide descriptions of 44 secondary control to the Contracting Agency. The description shall include 45 coordinates and elevations of all secondary control points. 46 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 14 2014 130' Ave SW Sidewalk Connection RFB ver. 1 -08 1 1 1 1 1 1 I� 1 n C L u r 1 1 �7 1 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on 2 centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and 3 at points on the alignments spaced no further than 50 feet. 4 5 3. Establish clearing limits, placing stakes at all angle points and at intermediate 6 points not more than 50 feet apart. The clearing and grubbing limits shall be 5 7 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise 8 shown in the Plans. 9 10 4. Establish grading limits, placing slope stakes at centerline increments not more 11 than 50 feet apart. Establish offset reference to all slope stakes. If Global 12 Positioning Satellite (GPS) Machine Controls are used to provide grade control, 13 then slope stakes may be omitted at the discretion of the Contractor 14 15 S. Establish the horizontal and vertical location of all drainage features, placing 16 offset stakes to all drainage structures and to pipes at a horizontal interval not 17 greater than 25 feet. 18 19 6. Establish roadbed and surfacing elevations by placing stakes at the top of 20 subgrade and at the top of each course of surfacing. Subgrade and surfacing 21 stakes shall be set at horizontal intervals not greater than 50 feet in tangent 22 sections, 25 feet in curve sections with a radius less than 300 feet, and at 10- 23 foot intervals in intersection radii with a radius less than 10 feet. Transversely, 24 stakes shall be placed at all locations where the roadway slope changes and at 25 additional points such that the transverse spacing of stakes is not more than 12 26 feet. If GPS Machine Controls are used to provide grade. control, then roadbed 27 and surfacing stakes may be omitted at the discretion of the Contractor. 28 29 7. Establish intermediate elevation benchmarks as needed to check work 30 throughout the project. 31 32 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous 33 surveying to establish location and elevation of paving pins as they are being 34 placed. 35 36 9. For all other types of construction included in this provision, (including but not 37 limited to channelization and pavement marking, illumination and signals, 38 guardrails and barriers, and signing) provide staking and layout as necessary to 39 adequately locate, construct, and check the specific construction activity. 40 41 10. Contractor shall determine if changes are needed to the profiles or roadway 42 sections shown in the Contract Plans in order to achieve proper smoothness and 43 drainage where matching into existing features, such as a smooth transition from 44 new pavement to existing pavement. The Contractor shall submit these changes 45 to the Project Engineer for review and approval 10 days prior to the beginning of 46 work. 47 48 The Contractor shall provide the Contracting Agency copies of any calculations and staking 49 data when requested by the Engineer. 50 City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 15 RFB # 14-108 2014 1 To facilitate the establishment of these lines and elevations, the Contracting Agency will 2 provide the Contractor with primary survey control information consisting of descriptions of 3 two primary control points used for the horizontal and vertical control, and descriptions of 4 two additional primary control points for every additional three miles of project length. 5 Primary control points will be described by reference to the project alignment and the 6 coordinate system and elevation datum utilized by the project. In addition, the Contracting 7 Agency will supply horizontal coordinates for the beginning and ending points and for each 8 Point of Intersection (PI) on each alignment included in the project. 9 10 The Contractor shall ensure a surveying accuracy within the following tolerances: 11 12 Vertical Horizontal 13 Slope stakes ±0.10 feet ±0.10 feet 14 Subgrade grade stakes set 15 0.04 feet below grade ±0.01 feet ±0.5 feet 16 (parallel to alignment) 17 ±0.1 feet 18 (normal to alignment) 19 20 Stationing on roadway N/A ±0.1 feet 21 Alignment on roadway N/A ±0.04 feet 22 Surfacing grade stakes ±0.01 feet ±0.5 feet 23 (parallel to alignment) 24 ±0.1 feet 25 (normal to alignment) 26 27 Roadway paving pins for 28 surfacing or paving ±0.01 feet ±0.2 feet 29 (parallel to alignment) 30 ±0.1 feet 31 (normal to alignment) 32 33 The Contracting Agency may spot -check the Contractor's surveying. These spot - checks will 34 not change the requirements for normal checking by the Contractor. 35 36 When staking roadway alignment and stationing, the Contractor shall perform independent 37 checks from different secondary control to ensure that the points staked are within the 38 specified survey accuracy tolerances. 39 40 The Contractor shall calculate coordinates for the alignment. The Contracting Agency will 41 verify these coordinates prior to issuing approval to the Contractor for commencing with the 42 work. The Contracting Agency will require up to seven calendar days from the date the 43 data is received. 44 45 Contract work to be performed using contractor- provided stakes shall not begin until the 46 stakes are approved by the Contracting Agency. Such approval shall not relieve the •47 Contractor of responsibility for the accuracy of the stakes. 48 49 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed 50 that are not described in the Plans, then those stakes shall be marked, at no additional cost 51 to the Contracting Agency as ordered by the Engineer. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 16 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 L 11 C l F1 I 1 1 C r i 2 Payment 3 Payment will be made in accordance with Section 1 -04.1 for the following bid item when 4 included in the proposal: 5 6 "Roadway Surveying ", lump sum. 7 8 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, 9 equipment, materials, and supervision utilized to perform the Work specified, including any 10 resurveying, checking, correction of errors, replacement of missing or damaged stakes, and 11 coordination efforts. 12 13 1 -05.7 Removal of Defective and Unauthorized Work 14 (October 1, 2005APWA GSP) 15 16 Supplement this section with the following: 17 18 If the Contractor fails to remedy defective or unauthorized work within the time specified in 19 a written notice from the Engineer, or fails to perform any part of the work required by the 20 Contract Documents, the Engineer may correct and remedy such work as may be identified 21 in the written notice, with Contracting Agency forces or by such other means as the 22 Contracting Agency may deem necessary. 23 24 If the Contractor fails to comply with a written order to remedy what the Engineer 25 determines to be an emergency situation, the Engineer may have the defective and 26 unauthorized work corrected immediately, have the rejected work removed and replaced, 27 or have work the Contractor refuses to perform completed by using Contracting Agency or 28 other forces. An emergency situation is any situation when, in the opinion of the Engineer, 29 a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or 30 damage to the public. 31 32 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 33 remedying defective or unauthorized work, or work the Contractor failed or refused to 34 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 35 monies due, or to become due, the Contractor. Such direct and indirect costs shall include 36 in particular, but without limitation, compensation for additional professional services 37 required, and costs for repair and replacement of work of others destroyed or damaged by 38 correction, removal, or replacement of the Contractor's unauthorized work. 39 40 No adjustment in contract time or compensation will be allowed because of the delay in the 41 performance of the work attributable to the exercise of the Contracting Agency's rights 42 provided by this Section. 43 44 The rights exercised under the provisions of this section shall not diminish the Contracting 45 Agency's right to pursue any other avenue for additional remedy or damages with respect 46 to the Contractor's failure to perform the work as required. 47 City of Federal Way Lakota Middle School - 13* Ave SW Sidewalk Connection RFB ver. 1 -08 Page 17 RFB # 14 -108 2014 1 2 3 4 5 6 7 8 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. City of Federal Way Lakota Middle School - 13a' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 18 RFB # 14-108 2014 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 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required : by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1 -05.13 Superintendents, Labor and Equirent of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1 -05.14 Cooperation with Other Contractors Supplement this section with the following: 1- 05.14(A) Notifications Relative to Contractor's Activities New Section Notification shall be written, with a copy delivered to the Engineer within a minimum of two working days prior to the commencement of work, including any work impacting utilities, and must be in such detail as to give the time of the commencement and completion of work, names of streets to be closed, schedule of operations, routes of detours where possible. The Contractor shall also notify the below listed agencies of the name(s) of the construction superintendent in responsible charge, or other individuals having full authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. City of Federal Way Lakota Middle School - 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 Page 19 RFB # 14-108 2014 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 City of Federal Way Police Department 33325 8d' Avenue South Federal Way, WA 98003 -6325 Telephone: 253 - 835 -6701 To schedule off duty officers Telephone: 253 - 835 -6767 King County Metro 1270 6"' Avenue South, Bldg. 2 MS:QS Seattle, WA 98134 Telephone: 206 - 684-2785 Puget Sound Energy (Gas & Power) 3130 South 3e Street / TAC -LL Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253 - 476 -6034 Comcast Cable Communications 410 Valley Ave NW, 12 -C Puyallup, WA 98371 Attn: Jerry Steele Telephone: 253 - 288 -7352 Lakehaven Utility District PO Box 4249 Federal Way, WA 98003 Attn: Gene Yoder Telephone: 253 - 261 -1741 1- 05.14(8) Coordination of Work with City Section 1- 05.14(B) is a new section: South King Fire & Rescue 31617 1s' Ave S Federal Way, WA 98003 Telephone: 253- 839 -6234 Federal Way School District Transportation Department 1211 South 332nd Street Federal Way, WA 98003 Attn: Cindy Wendland Telephone: 253 - 945 -5965 CenturyLink Communications 23315 66d' Ave S Kent, WA 98032 Attn: Victor Novelo Telephone: 253 - 372 -5363 King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Telephone: 206 -296 -8152 Pierce Transit 3701 96"' Street SW Lakewood, WA 98499 Attn: Dixie Sciacqua Telephone: 253 - 581 -8001 At least a three (3) working day written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 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 directed to the Project Engineer. All correspondence from the Contractor constituting any notification. notice of rr� °test, notice City of Federal Way Lakota Middle School - 13* Ave SW Sidewalk Connection RFB ver. 1 -08 Page 20 RFB # 14 -108 2014 I off _dispute, or other correspondence constituting notification required to be furnished under 2 the Contract, must be in Qaper format, hand delivered or sent via mail delivery service to 3 the Project Engineer's office. Electronic conies such as a -mails or electronically delivered 4 conies of correspondence will not constitute such notice and will not comply with the 5 reguirements of the Contract. ' 6 7 Add the following new section: '8 9 1 -05.16 Water and Power 10 (October 1, 2005APWA GSP) '11 12 The Contractor shall make necessary arrangements, and shall bear the costs for power and 13 water necessary for the performance of the work, unless the contract includes power and ' 14 15 water as a pay item. 16 Add the following new section: 17 18 1 -05.17 Oral Agreements 19 (October 1, 2005AWPA GSP) 20 21 No oral agreement or conversation with any officer, agent, or employee of the Contracting 22 Agency, either before or after execution of the contract, shall affect or modify any of the 23 terms or obligations contained in any of the documents comprising the contract. Such oral 24 agreement or conversation shall be considered as unofficial information and In no way 25 binding upon the Contracting Agency, unless subsequently put in writing and signed by the 26 Contracting Agency. ' 27 28 1 -05.18 Record Drawings (March 8, 2013 APWA GSP) '29 30 31 The Contractor shall maintain one set of full size plans for Record Drawings, updated with '32 33 clear and accurate red -lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal 34 any work until the required information is recorded. '35 36 This Record Drawing set shall be used for this purpose alone, shall be kept separate from 37 other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings 38 shall be kept on site at the Contractor's field office, and shall be available for review by the ' 39 Contracting Agency at all times. The Contractor shall bring the Record Drawings to each 40 progress meeting for review. 41 42 The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a 43 single, experienced, and qualified individual. The quality of the Record Drawings, in terms 44 of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to 45 modify the computer -aided drafting (CAD) Contract Drawings to produce a complete set of 46 Record Drawings for the Contracting Agency without further investigative effort by the 47 Contracting Agency. 48 49 The Record Drawing markups shall document all changes in the Work, both concealed and 50 visible. Items that must be shown on the markups include but are not limited to: 51 City of Federal Way RFB # 14-108 Lakota Middle School - Page 21 2014 13'h Ave SW Sidewalk Connection ' RFB ver. 1 -08 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 Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions - Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: "Record Drawings (Minimum Bid $500) ", lump sum. City of Federal Way Lakota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 22 RFB # 14 -108 2014 • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, ' sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the ' Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. When the Contract calls for the Contractor to do the surveying /staking, the applicable tolerance limits include, but are not limited to the following: Vertical Horizontal ' As -built sanitary & storm invert and f 0.01 foot f 0.01 foot grate elevations As -built monumentation f 0.001 t 0.001 foot foot As -built waterlines, inverts, valves, f 0.10 foot t 0.10 foot hydrants As -built ponds /swales /water features f 0.10 foot t 0.10 foot As -built buildings (fin. Floor elev.) t 0.01 foot f 0.10 foot As -built gas lines, power, TV, Tel, Com f 0.10 foot t 0.10 foot , As -built signs, signals, etc. N/A t 0.10 foot Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions - Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: "Record Drawings (Minimum Bid $500) ", lump sum. City of Federal Way Lakota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 22 RFB # 14 -108 2014 1 Payment for this item will be upon submittal and approval of the completed Record 2 Drawings set prepared in conformance with these Special Provisions. 3 4 A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor 5 must bid at least that amount. 6 7 1 -06 Control of Material 8 Buy America 9 10 Section 1 -06 is supplemented with the following: 11 12 (August 6, 2012) 13 In accordance with Buy America requirements contained in 23 CFR 635.410, the major 14 quantities of steel and iron construction material that is permanently incorporated into the 15 project shall consist of American -made materials only. Buy America does not apply to 16 temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding 17 and falsework. 18 19 Minor amounts of foreign steel and iron may be utilized in this project provided the cost of 20 the foreign material used does not exceed one -tenth of one percent of the total contract 21 cost or $2,500.00, whichever is greater. 22 23 American -made material is defined as material having all manufacturing processes 24 occurring domestically. To further define the coverage, a domestic product is a 25 manufactured steel material that was produced in one of the 50 States, the District of 26 Columbia, Puerto Rico, or in the territories and possessions of the United States. 27 28 If domestically produced steel billets or iron ingots are exported outside of the area of 29 coverage, as defined above, for any manufacturing process then the resulting product does 30 not conform to the Buy America requirements. Additionally, products manufactured 31 domestically from foreign source steel billets or iron ingots do not conform to the Buy 32 America requirements because the initial melting and mixing of alloys to create the material 33 occurred in a foreign country. 34 35 Manufacturing begins with the initial melting and mixing, and continues through the 36 coating stage. Any process which modifies the chemical content, the physical size or shape, 37 or the final finish is considered a manufacturing process. The processes include rolling, 38 extruding, machining, bending, grinding, drilling, welding, and coating. The action of 39 applying a coating to steel or iron is deemed a manufacturing process. Coating includes 40 epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or 41 enhances the value of steel or iron. Any process from the original reduction from ore to the 42 finished product constitutes a manufacturing process for iron. 43 44 Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and 45 alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced 46 iron ore. 47 48 The following are considered to be steel manufacturing processes: 49 50 1. Production of steel by any of the following processes: 51 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 23 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 I a. Open hearth furnace. 2 b. Basic oxygen 3 c. Electric furnace. 4 d. Direct reduction. 5 6 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350- 109EF. 1 -07 Legal Relations and Responsibilities to the Public 1 -07.1 Laws to be Observed (October 1, 2005APWA GSP) 25 Supplement this section with the following: 26 27 In cases of conflict between different safety regulations, the more stringent regulation shall 28 apply. 29 30 The Washington State Department of Labor and Industries shall be the sole and paramount 31 administrative agency responsible for the administration of the provisions of the 32 Washington Industrial Safety and Health Act of 1973 (WISHA). 33 34 The Contractor shall maintain at the project site office, or other well known place at the 35 project site, all articles necessary for providing first aid to the injured. The Contractor shall 36 establish, publish, and make known to all employees, procedures for ensuring immediate 37 removal to a hospital, or doctor's care, persons, including employees, who may have been 38 injured on the project site. Employees should not be permitted to work on the project site 39 before the Contractor has established and made known procedures for removal of injured 40 persons to a hospital or a doctor's care. 41 42 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 43 Contractor's plant, appliances, and methods, and for any damage or injury resulting from 44 their failure, or improper maintenance, use, or operation. The Contractor shall be solely 45 and completely responsible for the conditions of the project site, including safety for all 46 persons and property in the performance of the work. This requirement shall apply 47 continuously, and not be limited to normal working hours. The required or implied duty of 48 the Engineer to conduct construction review of the Contractor's performance does not, and 49 shall not, be intended to include review and adequacy of the Contractor's safety measures 50 in, on, or near the project site. 51 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 24 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 G 1 0 1 u D d 1 1 1 -07.2 State Taxes 2 3 The third paragraph of Section 1 -07.2 is revised to read: 4 5 (June 27, 2011) 6 The Contracting Agency will release the Contract Bond only if the Contractor has 7 obtained from the State Department of Revenue a certificate showing that all Contract - 8 related taxes have been paid. 9 10 Delete this section, including its sub - sections, in its entirety and replace it with the following: 11 12 1 -07.2 State Sales Tax 13 .(June 27, 2011 APWA GSP) 14 15 The Washington State Department of Revenue has issued special rules on the State sales 16 tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules. The Contractor 17 should contact the Washington State Department of Revenue for answers to questions in 18 this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid 19 on a misunderstood tax liability. 20 21 The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract 22 amounts. In some cases, however, state retail sales tax will not be included. Section 1- 23 07.2(2) describes this exception. 24 25 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 26 FHWA - funded Project) only if the Contractor has obtained from the Washington State 27 Department of Revenue a certificate showing that all contract- related taxes have been paid 28 (RCW 60.28.051). The Contracting Agency may deduct from its payments to the 29 Contractor any amount the Contractor may owe the Washington State Department of 30 Revenue, whether the amount owed relates to this contract or not. Any amount so 31 deducted will be paid into the proper State fund. 32 33 1- 07.2(1) State Sales Tax — Rule 171 34 35 WAC 458 -20 -171, and Its related rules, apply to building, repairing, or improving streets, 36 roads, etc., which are owned by a municipal corporation, or political subdivision of the 37 state, or by the United States, and which are used primarily for foot or vehicular traffic. 38 This includes storm or combined sewer systems within and included as a part of the street. 39 or road drainage system and power lines when such are part of the roadway lighting 40 system. For work performed in such cases, the Contractor shall include Washington State 41 Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including 42 those that the Contractor pays on the purchase of the materials, equipment, or supplies 43 used or consumed in doing the work. 44 45 1- 07.2(2) State Sales Tax — Rule 170 46 47 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or 48 existing buildings, or other structures, upon real property. This includes, but is not limited 49 to, the construction of streets, roads, highways, etc., owned by the state of Washington; 50 water mains and their appurtenances; sanitary sewers and sewage disposal systems unless 51 such sewers and disposal systems are within, and a part offa street or road drainage City of Federal Way RFB # 14-108 Lakota Middle School - Page 25 2014 13d' Ave SW Sidewalk Connection RFB ver. 1 -08 1 system; telephone, telegraph, electrical power distribution lines, or other conduits or lines 2 in or above streets or roads, unless such power lines become a part of a street or road 3 lighting system; and installing or attaching of any article of tangible personal property in or 4 to real property, whether or not such personal property becomes a part of the realty by 5 virtue of installation. 6 7 For work performed in such cases, the Contractor shall collect from the Contracting 8 Agency, retail sales tax on the full contract price. The Contracting Agency will 9 automatically add this sales tax to each payment to the Contractor. For this reason, the 10 Contractor shall not include the retail sales tax in the unit bid item prices, or in any other 11 contract amount subject to Rule 170, with the following exception. 12 13 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor 14 or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 15 consumable supplies not integrated into the project. Such sales taxes shall be included in 16 the unit bid item prices or in any other contract amount. 17 18 1- 07.2(3) Services 19 20 The Contractor shall not collect retail sales tax from the Contracting Agency on any 21 contract wholly for professional or other services (as defined in Washington State 22 Department of Revenue Rules 138 and 244). 1 -07.7 Load Limits Section 1 -07.7 is supplemented with the following: (March 13, 1995) Except for the load limit restrictions specified in section 1- 07.7(2), and as outlined below, the Contractor may operate vehicles which exceed the legal gross weight limitations without special permits or payment of additional fees provided such vehicles are employed in the construction and within the limits of this project. 33 Subparagraph 1 of the second paragraph of Section 1- 07.(1) is deleted. 34 35 The Contractor shall not operate vehicles which exceed the maximum gross weight provide 36 by lay within the following areas of this project: 37 38 All project roads are subject to weight limit restrictions. 39 40 (March 13, 1995) 41 If the sources of materials provided by the Contractor necessitates hauling over roads other 42 than State Highways, the Contractor shall, at the Contractor's expense, make all 43 arrangements for the use of the haul routes. 44 45 1 -07.9 Wages 46 47 1- 07.9(1) General 48 49 Section 1- 07.9(1) is supplemented with the following: 50 51 (January 3, 2014) City of Federal Way RFB # 14 -108 Lakota Middle School - Page 26 2014 13'' Ave SW Sidewalk Connection RFB ver. 1 -08 1 n 0 u 1 The Federal wage rates incorporated in this contract have been established by the 2 Secretary of Labor under United States Department of Labor General Decision No. 3 WA140001. 4 5 The State rates incorporated in this contract are applicable to all construction activities 6 associated with this contract. 8 1 -07.11 Requirements for Nondiscrimination 9 Section 1 -07.11 is supplemented with the following: 10 11 (August 5, 2013) 12 Reouirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive 13 Order 11246 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 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Until further notice 6.9% Minorities - by Standard Metrol2olitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane; WA 28 WA Spokane. Non -SMSA Counties I WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non -SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. City of Federal Way Lakota Middle School - 13te Ave SW Sidewalk Connection RFB ver. 1 -08 Page 27 RFB # 14 -108 2014 2 Seattle, WA: 3 SMSA Counties: 4 Seattle Everett, WA 7.2 5 WA King; WA Snohomish. 6 Tacoma, WA 6.2 �. 7 WA Pierce. 8 Non -SMSA Counties 6.1 9 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; 10 WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA 11 Thurston; WA Whatcom. 12 i 13 Portland, OR: 14 15 SMSA Counties: Portland, OR -WA 4.5 16 WA Clark. 17 Non -SMSA Counties 3.8 18 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. 19 20 These goals are applicable to each nonexempt Contractor's total on -site construction 21 workforce, regardless of whether or not part of that workforce is performing work on a 22 Federal, or federally assisted. project, contract, or subcontract until further notice. 23 24 Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. 25 26 27 The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, 28 specific affirmative action obligations required by the specifications set forth in 41 CFR 29 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female 30 employment and training must be substantially uniform throughout the length of the 31 contract, in each construction craft and in each trade, and the Contractor shall make a 32 good faith effort to employ minorities and women evenly on each of its projects. The 33 transfer of minority or female employees or trainees from Contractor to Contractor or 34 from project to project for the sole purpose of meeting the Contractor's goal shall be a 35 violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. 36 Compliance with the goals will be measured against the total work hours performed. 37 38 3. The Contractor shall provide written notification to the Office of Federal Contract 39 Compliance Programs (OFCCP) within 10 working days of award of any construction 40 subcontract in excess of $10,000 or more that are Federally funded, at any tier for 41 construction work under the contract resulting from this solicitation. The notification 42 shall list the name, address and telephone number of the Subcontractor; employer 43 identification number of the Subcontractor; estimated dollar amount of the 44 subcontract; estimated starting and completion dates of the subcontract; and the 45 geographical area in which the contract is to be performed. The notification shall be 46 sent to: 47 48 U.S. Department of Labor 49 Office of Federal Contract Compliance Programs Pacific Region 50 Attn: Regional Director 51 San Francisco Federal Building City of Federal Way RFB # 14 -108 Lakota Middle School - Page 28 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 I 1 90 — 7t' Street, Suite 18 -300 2 San Francisco, CA 94103(415) 625 -7800 Phone 3 (415) 625- 7799Fax 5 Additional information may be found at the U.S. Department of Labor website: 4 6 http : / /www.dol.gov /ofccp[TAguides /ctaguide.htm 8 4. As used in this Notice, and in the contract resulting from this solicitation, the 9 Covered Area is as designated herein. d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. 32 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of 33 Mexican, Puerto Rican, Cuban, Central American, South American, or 34 other Spanish origin. 35 36 (3) Asian or Pacific Islander, a person having origins in any of the original 37 peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands 38 and Samoa. 40 (4) American Indian or Alaskan Native, a person having origins in any of 41 the original peoples of North America, and who maintain cultural 42 identification through tribal affiliation or community recognition. 43 44 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of 45 the work involving any construction trade, it shall physically include in each subcontract 46 in excess of $10,000 the provisions of these specifications and the Notice which contains 47 the applicable goals for minority and female participation and which is set forth in the r 48 solicitations from which this contract resulted. 50 3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan 51 approved by the U.S. Department of Labor in the covered area either Individually or City of Federal Way RFB # 14-108 Lakota Middle School - Page 29 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 11 Standard Federal Eaual Employment OopQrtunity Construction Contract Specifications 12 (Executive Order 11246) 13 14 15 1. As used in these specifications: 16 a. Covered Area means the geographical area described in the solicitation from 17 18 which this contract resulted; 19 b. Director means Director, Office of Federal Contract Compliance Programs, 20 21 United States Department of Labor, or, any person to whom the Director delegates authority; 22 23 24 c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury 25 Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. 32 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of 33 Mexican, Puerto Rican, Cuban, Central American, South American, or 34 other Spanish origin. 35 36 (3) Asian or Pacific Islander, a person having origins in any of the original 37 peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands 38 and Samoa. 40 (4) American Indian or Alaskan Native, a person having origins in any of 41 the original peoples of North America, and who maintain cultural 42 identification through tribal affiliation or community recognition. 43 44 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of 45 the work involving any construction trade, it shall physically include in each subcontract 46 in excess of $10,000 the provisions of these specifications and the Notice which contains 47 the applicable goals for minority and female participation and which is set forth in the r 48 solicitations from which this contract resulted. 50 3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan 51 approved by the U.S. Department of Labor in the covered area either Individually or City of Federal Way RFB # 14-108 Lakota Middle School - Page 29 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 1 1 through an association, its affirmative action obligations on all work in the Plan area 2 (including goals and timetables) shall be in accordance with that Plan for those trades 3 which have unions participating in the Plan. Contractors must be able to demonstrate 4 their participation in and compliance with the provisions of any such Hometown Plan. 5 Each Contractor or Subcontractor participating in an approved Plan is individually 6 required to comply with its obligations under the EEO clause, and to make a good faith 7 effort to achieve each goal under the Plan in each trade in which it has employees. The 8 overall good faith performance by other Contractors or Subcontractors toward a goal in 9 an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to 10 take good faith effort to achieve the Plan goals and timetables. 11 12 4. The Contractor shall implement the specific affirmative action standards provided in 13 paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation 14 from which this contract resulted are expressed as percentages of the total hours of 15 employment and training of minority and female utilization the Contractor should 16 reasonably be able to achieve in each construction trade in which it has employees in 17 the covered area. Covered construction contractors performing construction work in 18 geographical areas where they do not have a Federal or federally assisted construction 19 contract shall apply the minority and female goals established for the geographical area 20 where the work is being performed. The Contractor is expected to make substantially 21 uniform progress in meeting its goals in each craft during the period specified. 22 23 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union 24 with whom the Contractor has a collective bargaining agreement, to refer either 25 minorities or women shall excuse the Contractor's obligations under these specifications, 26 Executive Order 11246, or the regulations promulgated pursuant thereto. 27 28 6. In order for the nonworking training hours of apprentices and trainees to be counted in 29 meeting the goals, such apprentices and trainees must be employed by the Contractor 30 during the training period, and the Contractor must have made a commitment to employ 31 the apprentices and trainees at the completion of their training, subject to the 32 availability of employment opportunities. Trainees must be trained pursuant to training 33 programs approved by the U.S. Department of Labor. 34 35 7. The Contractor shall take specific affirmative actions to ensure equal employment 36 opportunity. The evaluation of the Contractor's compliance with these specifications shall 37 be based upon its effort to achieve maximum results from its action. The Contractor 38 shall document these efforts fully, and shall implement affirmative action steps at least 39 as extensive as the following: 40 41 a. Ensure and maintain a working environment free of harassment, intimidation, 42 and coercion at all sites, and in all facilities at which the Contractor's 43 employees are assigned to work. The Contractor, where possible, will assign 44 two or more women to each construction project. The Contractor shall 45 specifically ensure that all foremen, superintendents, and other on -site 46 supervisory personnel are aware of and carry out the Contractor's obligation to 47 maintain such a working environment, with specific attention to minority or 48 female individuals working at such sites or in such facilities. 49 50 b. Establish and maintain a current list of minority and female recruitment 51 sources, provide written notification to minority and female recruitment sources City of Federal Way RFB # 14 -108 Lakota Middle School - Page 30 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 1 and to community organizations when the Contractor or its unions have 2 employment opportunities available, and maintain a record of the 3 organizations' responses. 4 5 c. Maintain a current file of the names, addresses and telephone numbers of each 6 minority and female off -the- street applicant and minority or female referral 7 from a union, a recruitment source or community organization and of what 8 action was taken with respect to each such individual. If such individual was 9 sent to the union hiring hall for referral and was not referred back to the 10 Contractor by the union or, if referred, not employed by the Contractor, this 1.1 shall be documented in the file with the reason therefor, along with whatever 12 additional actions the Contractor may have taken. 13 14 15 d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining. agreement has not 16 referred to the Contractor a minority person or woman sent by the Contractor, 17 18 or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. 19 20 e. Develop on- the -job training opportunity and /or participate in training programs 21 for the area which expressly include minorities and women, including 22 upgrading programs and apprenticeship and trainee programs relevant to the 23 Contractor's employment needs, especially those programs funded or approved 24 by the U.S. Department of Labor. The Contractor shall provide notice of these 25 programs to the sources compiled under 7b above. 26 r27 f. Disseminate the Contractor's EEO policy by providing notice of the policy to 28 unions and training programs and requesting their cooperation in assisting the 29 Contractor in meeting its EEO obligations; by including it in any policy manual 30 and collective bargaining agreement; by publicizing it in the company 31 newspaper, annual report, etc.; by specific review of the policy with all 32 management personnel and with all minority and female employees at least 33 once a year; and by posting the company EEO policy on bulletin boards 34 accessible to all employees at each location where construction work is 35 performed. 36 37 g. Review, at least annually, the company's EEO policy and affirmative action 38 obligations under these specifications with all employees having any 39 responsibility for hiring, assignment, layoff, termination or other employment 40 decisions including specific review of these items with on -site supervisory 41 personnel such as Superintendents, General Foremen, etc., prior to the 42 initiation of construction work at any job site. A written record shall be made 43 and maintained identifying the time and place of these meetings, persons 44 attending, subject matter discussed, and disposition of the subject matter. 45 46 h. Disseminate the Contractor's EEO policy externally by including it in any 47 advertising in the news media, specifically including minority and female news 48 media, and providing written notification to and discussing the Contractor's 49 EEO policy with other Contractors and Subcontractors with whom the 50 Contractor does or anticipates doing business. 51 City of Federal Way RFB # 14-108 Lakota Middle School - Page 31 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 13 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 46 47 48 49 50 51 L Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60 -3. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor- union, contractor- community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation City of Federal Way RFB # 14 -108 Lakota Middle School - Page 32 2014 13'h Ave SW Sidewalk Comiection RFB ver. 1 -08 I which demonstrate the effectiveness of actions taken on behalf of the Contractor. The 2 obligation to comply, however, is the Contractor's and failure of such a group to fulfill an 3 obligation shall not be a defense for the Contractor's noncompliance. 4 5 9. A single goal for minorities and a separate single goal for women have been established. 6 The Contractor, however, is required to provide equal employment opportunity and to 7 take affirmative action for all minority groups, both male and female, and all women, 8 both minority and non - minority. Consequently, the Contractor may, be in violation of the 9 Executive Order if a particular group is employed in substantially disparate manner (for 10 example, even though the Contractor has achieved its goals for women generally, the 11 Contractor may be in violation of the Executive Order if a specific minority group of 12 women is underutilized). 13 14 10. The Contractor shall not use the goals and timetables or affirmative action standards to 15 discriminate against any person because of race, color, religion, sex, or national origin. 16 17 11. The Contractor shall not enter into any subcontract with any person or firm debarred 18 from Government contracts pursuant to Executive Order 11246. 19 20 12. The Contractor shall carry out such sanctions and penalties for violation of these 21 specifications and of the Equal Opportunity Clause, including suspensions, terminations 22 and cancellations of existing subcontracts as may be imposed or ordered pursuant to 23 24 Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such 25 sanctions and penalties shall be in violation of these specifications and Executive Order 26 27 11246, as amended. 28 13. The Contractor, in fulfilling its obligations under these specifications, shall implement 29 specific affirmative action steps, at least as extensive as those standards prescribed in 30 paragraph 7 of this Special Provision, so as to achieve maximum results from Its efforts 31 to ensure equal employment opportunity. If the Contractor fails to comply with the 32 requirements of the Executive Order, the implementing regulations, or these 33 specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 34 35 14. The Contractor shall designate a responsible official to monitor all employment related 36 activity to ensure that the company EEO policy is being carried out, to submit reports 37 relating to the provisions hereof as may be- required by the government and to keep 38 records. Records shall at least include, for each employee, their name, address, 39 telephone numbers, construction trade, union affiliation if any, employee identification 40 number when assigned, social security number, race, sex, status (e.g., mechanic, 41 apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per 42 week in the indicated trade, rate of pay, and locations at which the work was 43 performed. Records shall be maintained in an easily understandable and retrievable 44 form; however, to the degree that existing records satisfy this requirement, the 45 Contractors will not be required to maintain separate records. 46 47 15. Nothing herein provided shall be construed as a limitation upon the application of other 48 laws which establish different standards of compliance or upon the application of 49 requirements for the hiring of local or other area residents (e.g., those under the Public 50 Works Employment Act of 1977 and the Community Development Block Grant Program). 51 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 33 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 1 16. Additional assistance for Federal Construction Contractors on contracts administered by 2 Washington State Department of Transportation or by Local Agencies. may be found at: 3 4 Washington State Dept. of Transportation 5 Office of Equal Opportunity 6. PO Box 47314 7 310 Maple Park Ave. SE 8 Olympia WA 9 98504 -7314 10 Ph: 360-705-7090 11 Fax: 360-705-6801 12 http: / /www.wsdot.wa.gov /equalopportunity /default.htm 13 14 (April 1, 2013) 15 Disadvantaged Business Enterprise Condition ofAward Participation 16 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this 17 Contract. Demonstrating compliance with these specifications is a Condition of Award 18 (COA) of this Contract. Failure to comply with the requirements of this specification may 19 result in your bid being found to be nonresponsive and may be rejected. 20 21 DBE COA Goal 22 The Contracting Agency has established a COA Contract goal in the amount of: 23 24 * **Ten Percent (10 %) of the contract total for DBE goals * * *. 25 26 DBE Eligibility /Selection of DBEs 27 A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors 28 are certified to perform is available at: 29 30 www.omwbe.wa.gov /certification /index.shtmi. 31 32 The directory provides plain language on the Description of Work that the listed DBE's 33 have been certified by the Office of Minority and Women's Business Enterprises 34 (OMWBE) to perform. The Bidder shall use the Directory of Certified DBE Firms to 35 confirm if a DBE is certified for the "Description of Work" the Bidder lists on the DBE 36 Utilization Certification form # 272 -056 EF (see form instructions) and therefore qualifies 37 for credit towards the COA goal. 38 39 Crediting DBE Participation 40 Joint Venture 41 When a DBE performs as a participant in a joint venture, only that portion of the total 42 dollar value of the Contract equal to the distinct, clearly defined portion of the Work that 43 the DBE performs with its own forces shall be credited. 44 45 DBE Prime Contractor 46 A DBE Prime Contractor may only take credit for that portion of the total dollar value of 47 the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime 48 performs with its own forces. 49 50 DBE Subcontractor City of Federal Way RFB # 14 -108 Lakota Middle School - Page 34 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 I When a DBE firm participates as a Subcontractor only that portion of the total dollar 2 value of the Contract equal to the distinct, clearly defined portion of the Work that the 3 DBE performs with its own forces shall be credited. 4 5 Include the cost of supplies and materials obtained by the DBE for the Work 6 in the Contract including supplies purchased or equipment leased by the DBE. 7 8 o However, you may not take credit for supplies, materials, and 9 equipment the DBE Subcontractor purchases or leases from the 10 Prime Contractor or its affiliate. In addition, Work performed by a 11 DBE, utilizing resources of the Prime Contractor or its affiliates 12 shall not be credited. 13 14 • In very rare situations, a DBE firm may utilize equipment and /or personnel 15 from a non -DBE firm other than the Prime Contractor or, its affiliates. Should 16 this situation arise the arrangement must be short term and have prior 17 18 written approval from the Office of Equal Opportunity (OEO). 19 Count the entire value of fees or commissions charged by a DBE firm for 20 21 providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance. 22 23 • When a DBE subcontracts to another firm, the value of the subcontracted 24 Work may be counted as participation only if the DBE's lower tier 25 Subcontractor is also a DBE. Work that a DBE subcontracts to a non -DBE firm 26 27 shall not be credited. 28 When non -DBE Subcontractor further subcontracts to a lower -tier 29 Subcontractor or supplier who is a certified DBE, then that portion of the 30 Work further subcontracted may be credited as DBE participation, provided it 31 is a distinct clearly defined portion of the Work that the DBE is certified to 32 perform and the DBE Subcontractor performs the Work with its own forces. 33 34 • If a firm is not certified as a DBE at the time of the execution of the contract, 35 their participation cannot be counted toward any DBE goals. 36 37 Trucking 38 Use the following factors in determining DBE credit and whether a DBE trucking 39 company is performing a commercially useful function: 40 41 1. The DBE must be responsible for the management and supervision of the entire 42 trucking operation for which credit is being claimed. 43 44 2. The DBE must itself own and, with its own workforce, operate at least one fully .45 licensed, insured, and operational truck used on the Contract. 46 47 3. The DBE receives credit only for the value of the transportation services it 48 provides on the Contract using trucks it owns or leases, licenses, insures, and 49 operates with drivers it employs. For purposes of this requirement a lease must 50 indicate that the DBE has exclusive use of and control over the truck. This does 51 not preclude the leased truck from working for others provided it is with the City of Federal Way RFB # 14-108 Lakota Middle School - Page 35 201.4 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 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 consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner - operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. S. The DBE may also lease trucks from a non -DBE firm and may enter into an agreement with an owner- operator who is a non -DBE. The DBE shall only receive credit for the number of additional non -DBE trucks equal or less than the number of DBE trucks the firms owns or has leased /subcontracted through another DBE trucking company. The DBE must control the work of the non -DBE trucks. If the non- DBE is performing the work without supervision of that work by the DBE, the DBE is not performing a Commercially Useful Function (CUF). 6. In any lease or owner - operator situation, as described in requirement #4 and #5 above, the following rules shall apply: a. A written lease /rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount 'and method of payment (hour, ton, or per load). All lease agreements shall be for a long -term relationship, rather than for the individual project. (This requirement does not apply to owner- operator arrangements.) b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner - operator arrangements). 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract. A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them. City of Federal Way Lakota Middle School - 13" Ave SW Sidewalk Connection RFB ver. 1 -08 Page 36 RFB # 14 -108 2014 F, I I I I I In order to receive credit as a DBE Manufacturer, the firm must be certified by 2 OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33XXXX 3 classification. 5 Regular Dealer 6 You may claim credit for 60 percent of the value of the materials or supplies 7 purchased from a DBE regular dealer. Rules applicable to regular dealer status are 8 contained in 49 CFR Part 26.55.e.2. 9 10 To be considered a regular dealer you must meet the following criteria: 12 • WSDOT considers and recognizes a regular dealer, as a firm that owns, 13 operates, or maintains a store, warehouse, or other establishment in which 14 the materials or supplies required for the performance of the Contract and 15 described by the specifications of the Contract are bought, kept in stock and 16 regularly sold or leased to the public in the usual course of business. 17 18 Sixty percent (60 %) of the cost of materials or supplies purchased from an 19 approved regular dealer may be credited as DBE participation. Regular dealer status is granted on a contract -by- contract basis. A firm wishing to be approved as a regular dealer for WSDOT contracted projects or Highways & Local Program administered projects must submit a request in writing to OEO for approval, no later than seven days prior to bid opening. 26 Once the OEO has received the request, an onsite review will be set up with the 27 firm and a review conducted to determine the firm's qualifications. If it is 28 determined that the firm qualifies as a regular dealer the OEO will list the firm on 29 an Approved Regular Dealers List. The list may be accessed through the OEO Home 30 website is at: 31 32 www .wsdot.wa.gov /equalopportunity. 34 Note: Requests to be listed as a regular dealer will only be processed if the 35 requesting firm is certified by the Office of Minority and Women's Business 36 Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale 37 code section. 39 Materials or Supplies Purchased from a DBE 40 With regard to materials or supplies purchased from a DBE who is neither a 41 manufacturer nor a regular dealer you may claim credit for the following: 1. Fees or commissions charged for assistance in the procurement of the materials and supplies. 2. Fees or transportation charges for the delivery of materials or supplies. In either case you may not take credit for any part of the cost of the materials and supplies. Commercially Useful Function (CUF) City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 37 RFB # 14-108 2014 1 The Prime Contractor has a responsibility and must treat the working relationship with 2 the DBE such that the DBE is performing a commercially useful function. The Prime 3 Contractor may only take credit for Work performed by a DBE that is determined to be 4 performing a commercially useful function. 5 6 • A DBE performs a commercially useful function when it is responsible for 7 execution of a distinct element of Work and is carrying out its responsibilities by 8 performing, managing and supervising the Work involved. The DBE must also be 9 responsible with respect to materials and supplies used on the Contract. For 10 example; negotiating price, determining quality, determining quantities, ordering, 11 installing (if applicable) and paying for the material itself. 12 13 A DBE does not perform a commercially useful function if its role is limited to 14 that of an extra participant in a transaction, Contract, or project through which 15 funds are passed. 16 17 3oint Checking Allowance 18 Prime Contractors and DBEs must receive pre - approval by the OEO before using a joint 19 check. Joint check requests shall be submitted by the Prime Contractor to the 20 Contracting Agency for approval. 21 22 When requesting approval for use of a joint checking allowance, the Contractor must 23 distribute a written joint check agreement among. the parties (including the suppliers 24 involved) providing full and prompt disclosure of the expected use of the joint checks. 25 The agreement shall contain all the information concerning the parties' obligations and 26 consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint 27 check request shall be submitted to the Contracting Agency for approval prior to signing 28 the contract agreement. 29 30 The following are some general conditions that must be met by all parties regarding 31 joint check use: 32 33 a. It is understood that the Prime Contractor acts solely as the guarantor of a joint 34 check. 35 36 b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor 37 does not make direct payment to supplier. In order to be performing a 38 Commercially Useful Function (CUF), the DBE must release the check to the 39 supplier (paying for the materials it -self and not be an extra participant in a 40 transaction). 41 42 c. If the Prime Contractor makes joint checks available to one DBE Subcontractor, 43 the service must be made available to all Subcontractors (DBE and non -DBE). 44 45 d. The relationship between the DBE and its suppliers should be established 46 independently of and without interference by the Prime Contractor. The DBE has 47 final decision - making responsibility concerning the procurement of materials and 48 supplies, including which supplier to use. 49 City of Federal Way RFB # 14-108 Lakota Middle School - Page 38 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 e. The Prime Contractor and DBE shall be able to provide receipts, invoices, 2 cancelled checks and /or certification statements of payment if requested by the 3 Contracting Agency. 4 5 f. The DBE remains responsible for all other elements of 49 CFR 26.55(c)(1). 6 7 Failure by the Prime Contractor to request and receive prior approval of a joint check 8 arrangement will result in the joint check amount not counting towards the Prime 9 Contractor's DBE goal. 10 11 12 Disadvantaged Business Enterprise Utilization Certification FORM * 272 -056 EF 13 To be eligible for award of the Contract, the Bidder shall properly complete and submit a 14 15 Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified Section 1 -02.9 Delivery of Proposal. The Bidder's Disadvantaged 16 Business Enterprise Utilization Certification must clearly demonstrate how the Bidder 17 intends to meet the DBE COA goal. A Disadvantaged Business Enterprise Utilization 18 Certification (form # 272 -056 EF) is included in your Proposal package for this purpose 19 as well as instructions on how to properly fill out the form. 20 21 In the event of arithmetic errors in completing the Disadvantaged Business Enterprise 22 Utilization Certification the amount listed to be applied towards the goal for each DBE 23, shall govern and the DBE total amount shall be adjusted accordingly. 24 25 Note: The Contracting Agency shall consider as non - responsive and shall reject any 26 Bid Proposal submitted that does not contain a Disadvantaged Business 27 Enterprise Utilization Certification that accurately demonstrates flow the 28 Bidder intends to meet the COA goal. 29 30 Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) 31 FORM * 422 -031 EF 32 The Bidder shall submit a complete and accurate Disadvantaged Business Enterprise 33 (DBE) Written Confirmation Document for each DBE firm listed in the Bidder's completed 34 Disadvantaged Business Enterprise Utilization Certification as submitted with the bid. 35 Failure to do so will result in the associated participation being disallowed, which may 36 result in bid rejection. 37 38 A Disadvantaged Business Enterprise (DBE) Written Confirmation Document (form No. 39 422 -031 EF) is included in your Proposal package for this purpose. 40 41 The form(s) shall be received as specified in the special provisions for Section 1 -02.9 42 Delivery of Proposal. 43 44 It is prohibited for the Bidder to require a DBE to submit a Written Confirmation 45 Document with any part of the form left blank. Should the Contracting Agency 46 determine that a Written Confirmation Document was signed by a DBE that was not 47 complete; the validity of the document comes into question and the associated DBE 48 Participation may not receive credit. 49 50 Selection of Successful Bidder /Good Faith Efforts (GFE) City of Federal Way RFB # 14-108 Lakota Middle School - Page 39 2014 13'' Ave SW Sidewalk Connection - RFB ver. 1 -08 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 I The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE COA goal. Achieving the goal may be accomplished in one of two ways, as follows: 1. By meeting the goal The best indication of good faith efforts is to document, through submission of the Disadvantaged Business Enterprise Utilization Certification and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) that the Bidder has obtained enough DBE participation to meet or exceed the assigned DBE COA contract goal. That being the case no additional GFE documentation is required. Or; M 2. By documentation that it made adeauate GFE to meet the aoal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient DBE participation have been unsuccessful. In this case, the Bidder must supply GFE documentation in addition to the Disadvantaged Business Enterprise Utilization Certification, and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation document(s). Note: In the case where the Bidder was awarded the contract based on demonstrating adequate GFE the advertised DBE goal will not be reduced to the Bidder's partial commitment. The Bidder shall demonstrate a GFE during the life of the Contract to attain the DBE Condition of Award (COA) Goal as assigned to the project. Good Faith Efforts (GFE) Documentation GFE documentation shall be received, as specified in the special provisions for Section 1- 02.9 Delivery of Proposal. Based upon all the relevant documentation submitted in Bid or as supplement to Bid, the Contracting Agency shall determine whether the Bidder has demonstrated a sufficient GFE to achieve DBE participation. The Contracting Agency will make a fair and reasonable judgment of whether a Bidder that did not meet the goal through participation, made adequate good faith efforts as demonstrated by the GFE documentation. The following is a list of types of actions, which would be considered as part of the Bidder's GFE to achieve DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases: 1. Attendance by the Bidder at any pre - solicitation or pre -Bid meetings that were scheduled by the Contracting Agency to inform DBEs of contracting and subcontracting or material supply opportunities available on the project; 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO) concerning the subcontracting or supply opportunities in sufficient time to allow the enterprises to participate effectively; City of Federal Way RFB # 14 -108 Lakota Middle School - Page 40 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 �J 1 3. Selection by the Bidder of specific economically feasible units of the project to 2 be performed by DBEs in order to increase the likelihood of participation by 3 DBEs even if the Bidder preferred to perform these Work items as the Prime 4 Contractor; 4. Advertising by the Bidder in general circulation, trade association minority and trade oriented, women focus publications, concerning the subcontracting or supply opportunities; 5. Providing written notice from the Bidder to a reasonable number of specific DBEs, identified from the OMWBE Directory of Certified DBE Firms for the selected subcontracting or material supply Work, in sufficient time to allow the enterprises to participate effectively; 6. Follow -up by the Bidder of initial solicitations of interest by contacting the DBEs to determine with certainty whether they were interested. Documentation of this kind of action shall include the information outlined below: a. The names, addresses, telephone numbers of DBEs who were contacted, the dates of initial contact, and whether initial solicitations of interest were followed -up by contacting the DBEs to determine with certainty whether the DBEs were interested; b. A description of the information provided to the DBEs regarding the plans, specifications, and estimated quantities for portions of the Work to be performed; c. Documentation of each DBE contacted but rejected and the reason(s) for that rejection; 7. Providing, to interested DBEs, adequate information about the plans, specifications, and requirements for the selected subcontracting or material supply Work; 8. Negotiating in good faith with the DBE firms, and not, without justifiable reason, rejecting as unsatisfactory, Bids that are prepared by any DBE. The DBE's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations - union vs. non- union employee status - are not legitimate causes for the rejection or non - solicitation of bids in the Prime Contractor's efforts to meet the project goal; 9. Advertising and making efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 10. Making any other efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 11. Using the services of minority community organizations, minority contractor groups, local, State, and federal minority business assistance offices and other City of Federal Way RFB # 14-108 Lakota Middle School - Page 41 2014 13"' Ave SW Sidewalk Connection RFB ver. 1 -08 organizations identified by WSDOT and advocates for disadvantaged, minority, and women businesses that provide assistance in the recruitment and placement of disadvantaged, minority, and women business enterprises; and 12. Using the WSDOT OEO DBE Supportive Services to assist you. For more information please contact the OEO by calling toll free at (888) 259 -9143 or emailing dbess @wsdot.wa.gov. Administrative Reconsideration of GFE Documentation Any Bidder has the right to reconsideration but only for the purpose of reassessing their GFE documentation that was determined to be inadequate. • The Bidder must request and schedule a reconsideration hearing within seven calendar days of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder's GFE documentation shall be made by an official who did not take part in the original determination. • The Bidder shall have the opportunity to meet in person with, the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five business days of the hearing explaining the basis for their finding. Procedures between Award and Execution After Award and prior to Execution the Bidder shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit. 1. Additional information for all successful DBE's as shown on the Disadvantaged Business Enterprise Utilization Certification: a. Correct business name, federal employee identification number (if available), and mailing address. b. List of all Bid items assigned to each successful DBE firm, including unit prices and extensions. c. Description of partial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of Work under each item to be performed by the DBE and including the dollar value of the DBE portion. Total amounts shown for each DBE shall not be less than the amount shown on the Disadvantaged Business Enterprise Utilization Certification. A breakdown that does not conform to the Disadvantaged Business Enterprise Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Disadvantaged Business Enterprise Utilization Certification will be returned for correction. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 42 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 1 2 2. A list of all firms who submitted a Bid or quote in an attempt to participate in 3 this project whether they were successful or not. Include the business name 4 and a mailing address. 5 6 Note: The firms identified by the Prime Contractor may be contacted by the 7 Contracting Agency to solicit general information as follows: age of the firm 8 and average of its gross annual receipts over the past three years. 9 10 Procedures after Execution 11 Crediting DBE Participation toward Meeting the Goal 12 Reporting 13 All DBE work whether COA or race neutral participation is reported. The Prime 14 Contractor shall submit a Quarterly Report of Amounts Credited as DBE 15 Participation form (422 -102 EF) on a quarterly basis for any calendar quarter in 16 which DBE has accomplished Work or upon completion of the project, as 17 18 appropriate. The dollars are to be reported as specified herein. 19 In the event that the payments to a DBE have been made by an entity other 20 21 than the Prime Contractor, as in the case of a lower -tier Subcontractor or supplier, then the Prime Contractor shall obtain the quarterly report, including 22 the signed affidavit, from the paying entity and submit the report to the 23 24 Contracting Agency. 25 Changes in DBE COA participation 26 27 Owner initiated Change Orders The Prime Contractor shall demonstrate a GFE to substitute COA DBE participation 28 when the Contracting Agency deletes Work items by change order that Impact a 29 30 COA DBE's Work. 31 When the Contract allows alternate Work methods which serve to delete or create 32 under -runs in COA DBE Work then the Prime Contractor must provide 33 documentation of negotiating the change with the DBE that was to perform the 34 reduced Work and demonstrate a GFE to substitute other DBE CO'A participation. 35 36 Original Quantity Under runs 37 In the event that Work committed to a DBE firm as part of the COA under runs the 38 original planned quantities the Prime Contractor shall demonstrate a GFE to 39 substitute other DBE COA participation. 40 41 Contractor- Initiated Proposals — General 42 The Contractor cannot reduce the amount of work committed to a DBE firm at 43 contract award without good cause and only with written concurrence from the 44 OEO. Reducing a COA DBE's Work is viewed as a partial DBE termination, subject to 45 the procedures below. 46 47 DBE Termination 48 A COA DBE Subcontractor may only be terminated in whole or part with the 49 approval of the Contracting Agency (in coordination with OEO). Approval will be 50 granted provided the Prime Contractor demonstrates,that the termination is based 51 on good cause. City of Federal Way RFB # 14-108 Lakota Middle School - Page 43 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Good cause typically includes situations where the DBE Subcontractor is unable or has failed to perform the work of its subcontract in accordance with normal industry standards. While not all inclusive, some examples of good cause include the following circumstances: Good cause may exist if: • The listed DBE Subcontractor fails or refuses to execute a written contract. • The listed DBE Subcontractor fails or refuses to perform the work of its subcontract in a way consistent with normal industry standards. • The listed DBE Subcontractor fails or refuses to meet the Prime Contractor's reasonable, nondiscriminatory bond requirements. • The listed DBE Subcontractor becomes bankrupt, insolvent, or exhibits credit unworthiness. • The listed DBE Subcontractor is ineligible to work on public works projects because of suspension and debarment proceedings pursuant 2 CFR Parts 180, 215 and 1,200 or applicable state law. • The listed DBE Subcontractor voluntarily withdraws from the project and provides to you written notice of its withdrawal. • The listed DBE is ineligible to receive DBE credit for the type of work required. • A DBE owner dies or becomes disabled with the result that the listed DBE is unable to complete its work on the contract. Good cause does not exist if: • The Prime Contractor seeks to terminate a COA DBE so that the Prime can self- perform the Work. • The Prime Contractor seeks to terminate a COA DBE so the Prime Contractor can substitute another DBE or non -DBE after contract award. • The failure or refusal of the DBE Subcontractor to perform its work on the subcontract results from the bad faith or discriminatory action of the Prime Contractor (e.g., the failure of the Prime Contractor to make timely payments or the. unnecessary placing of obstacles in the path of the DBE's Work). Prior to requesting termination, the Prime Contractor must give notice in writing to the DBE Subcontractor with a copy to the Contracting Agency of its intent to request to terminate DBE work and the reasons for doing so. The DBE City of Federal Way RFB # 14 -108 Lakota Middle School - Page 44 2014 13'' Ave SW Sidewalk Connection RFB ver. 1 -08 0 1 1 1 1 1 Subcontractor shall have five (5) days to respond to the prime Contractor's notice. 2 The DBE's response shall either support the termination or advise the Contracting 3 Agency and the Prime Contractor of the reasons it objects to the termination of its 4 subcontract. 5 6 When a COA DBE firm is "terminated" from a Contract (or fails to complete its 7 Subcontract for any reason), the Prime. Contractor shall make every good faith 8 effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)). 9 10 Graduation 11 When a DBE firm "graduates" from the DBE program (during the course of an 12 executed subcontract), the DBE participation of that firm "may" continue to count 13 towards the contract DBE goal. 14 15 Decertification 16 When a COA DBE firm who has a signed subcontract in place with a Prime, later 17 becomes "decertified" (during the course of that subcontract) — the DBE 18 participation of that firm "may" continue to count towards the Contract DBE goal. 19 20 Counting payments 21 Payments to a DBE firm will count toward DBE goals only if the participation is in 22 accordance with these specifications. 23 24 Prompt Payment 25 Prompt payment to all Subcontractors shall be in accordance with Section 1- 08.1(1) 26 of these Contract special provisions. 27 28 Payment 29 Compensation for all costs involved with complying with the conditions of this 30 specification and any other associated DBE requirements is included in payment for 31 the associated Contract items of Work. 32 33 Damages for Noncompliance 34 The Prime Contractor shall not discriminate on the basis of race, color, national 35 origin, or sex in the performance of this Contract. The Prime Contractor shall carry 36 out applicable requirements of 49 CFR Part 26 in the award and administration of 37 Contracts, which contain funding assistance from the United States Department of 38 Transportation. Failure by the Prime Contractor to carry out these requirements is a 39 material breach of this Contract, which may result in the Termination of this 40 Contract or such other remedy as the Contracting Agency deems appropriate. 41 42 If the Prime Contractor does not comply with any part of its Contract as required 43 under 49 CFR part 26, and /or any other applicable law or regulation regarding DBE, 44 the Contracting Agency may withhold payment, suspend the ability of the Prime 45 Contractor to participate in future Contracting Agency contracts, impose sanctions 46 or Terminate the Contract, and subject the Prime Contractor to civil penalties of up 47 to ten percent of the amount of the Contract for each violation. In the case of 48 WSDOT Contracts, prequalification may be suspended pursuant to WAC 468 -16- 49 180, and continuous violations (exceeding a single violation) may also disqualify the 50 Prime Contractor from further participation in WSDOT Contracts for a period of up 51 to three years. City of Federal Way RFB # 14-108 Lakota Middle School - Page 45 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 1 2 An apparent low Bidder must be in compliance with these Contract Provisions as a 3 condition precedent to the granting of a notice of award by the Contracting Agency. 4 The Prime Contractor is entitled to request an adjudicative proceeding with respect 5 to the Contracting Agency's determination of Contract violation and assessed 6 penalties by filing a written application within thirty days of receipt of notification. 7 The adjudicative proceeding, if requested, will be conducted by an administrative 8 law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of 9 the Washington Administrative Code. 10 11 1 -07.12 Federal Agency Inspection 12 13 Section 1 -07.11 is supplemented with the following: 14 15 (July 30, 2012) 16 Required Federal Aid Provisions 17 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised 18 May 1, 2012 supersede any conflicting provisions of the Standard Specifications and are 19 made a part of this Contract; provided, however, that if any of the provisions of FHWA 20 1273 are less restrictive than Washington State Law, then the Washington State Law shall 21 prevail. 22 23 The provisions of FHWA 1273 included in this Contract require that the Contractor insert 24 the FHWA 1273 in each Subcontract, together with the wage rates which are part of the 25 FHWA 1273. Also, a clause shall be included in each Subcontract requiring the 26 27 Subcontractors to insert the FHWA 1273 thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED 28 FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower 29 30 tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the applicable wage rates, and this , 31 Special Provision. 32 33 1- 07.13 Contractor's Responsibility for Work 34 35 36 1- 07.13(4) Repair of Damage Section 1- 07.13(4) is revised to read: 37 38 (August 6, 2001) 39 The Contractor shall promptly repair all damage to either temporary or permanent work as 40 directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 41 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment 42 will be limited to repair of damaged work only. No payment will be made for delay or 43 disruption of work. 44 45 1 -07.15 Temporary Water Pollution/ Erosion Control , 46 47 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan 48 49 Payment for developing the SPCC plan as specified in Section 1- 07.15(1) of the Standard 50 Specifications will be by lump sum. 51 City of Federal Way RFB # 14-108 Lakota Middle School - Page 46 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 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 1 39 40 41 42 43 44 45 46 47 49 50 51 1 -07.16 Protection and Restoration of Property 1- 07.16(1) Private /Public Property Section 1- 07.16(1) is supplemented with the following: The Contractor shall protect private or public property on or in the vicinity of the work site. He shall ensure that it is not removed, damaged, destroyed, or prevented from being used unless the contract so specifies. The Contractor shall not trespass upon private properly and shall be responsible for all injury or damage to persons or property, directly or indirectly, resulting from his operations in completing this Work. He shall comply with the laws and regulations of the Owner, County, and State and Federal governments, relating to the safety of persons and property, and will be held responsible for and required to make goad any injury or damage to persons or property caused by carelessness or neglect on the part of the Contractor or subcontractor(s), or any agent or employee of either during the progress of the Work and until its final acceptance. Property includes land, utilities, trees, landscaping, improvements legally on the right -of -way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and other property of all description whether shown on the Plans or not. If the Engineer requests in writing, or if otherwise necessary, the Contractor shall at his expense install protection, acceptable to the Engineer, for property such as that listed in the previous paragraph. The Contractor is responsible for locating all property that is subject to damage by his operation. If the Contractor (or his agents /employees) damage, destroy, or interfere with the use of such property, he shall restore it to original condition at his expense. He shall also halt any interference with the property's use. The Engineer may have such property restored by other means and subtract the cost from money that will be or is due the Contractor if he refuses or does not respond immediately. The Contractor shall restore to a condition equal to the original condition improvements such as pavements, driveways, gravel shoulders, ditches, culverts, curb, curb and gutter, sidewalks, fences, pavement markings, mailboxes, traffic signs, traffic signal loops, landscaping, public and private utilities etc., which are damaged or removed (and not indicated to be removed) during construction, whether shown on the plans or not. All existing survey monuments and property corner markers shall be protected from movement by the Contractor. All existing markers and /or monuments that must be removed for construction purposes are to be referenced by survey ties and then replaced by a professional land surveyor registered in the State of Washington. All existing property comer markers disturbed or removed by the Contractor's operations which, in the opinion of the Engineer, were not required to be removed for construction purposes shall be replaced at the Contractor's own expense by a Professional Land Surveyor registered in the State of Washington. Any of these monuments damaged must be reset to second order, first class specifications. Sprinkler irrigation systems found to encroach within the limits of improvements shall be modified as necessary to ensure satisfactory operation upon completion of the City of Federal Way Lakota Middle School - 13'' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 47 RFB # 14-108 2014 1 improvements. This work will include, but not be limited to, cutting and capping existing 2 pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and 3 testing of the system. All work shall be done in conformance to acceptable standards. This 4 shall be incidental to the contract. 5 6 The Contractor shall contact the owners of any ditches, irrigation lines and appurtenances 7 which interfere with the Work. The Contractor shall be liable for any damage due to 8 irrigation facilities damaged by his operations and shall repair such damaged facilities to an 9 "equal or better than" original condition. 10 11 1- 07.16(2) Vegetation Protection and Restoration 12 Section 1- 07.16(2) is supplemented with the following: 13 14 (August 2, 2010) 15 Vegetation and soil protection zones for trees shall extend out from the trunk to a distance 16 of 1 foot radius for each inch of trunk diameter at breast height. 17 18 Vegetation and soil protection zones for shrubs shall extend out from the stems at ground 19 level to twice the radius of the shrub. 20 21 Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass 22 the diameter of the plant as measured from the outer edge of the plant. 23 24 1 -07.17 Utilities and Similar Facilities 25 26 Section 1 -07.17 is supplemented with the following: 27 28 (April 2, 2007) 29 Locations and dimensions shown in the Plans for existing facilities are in accordance with 30 available information obtained without uncovering, measuring, or other verification. 31 32 Addresses and telephone numbers of utility companies known or suspected of having 33 facilities within the project limits are supplied for the Contractor's convenience and are 34 listed in Section 1- 05.14(A): 35 36 1 -07.18 Public Liability .and Properly Damage Insurance 37 38 Delete this section in its entirety, and replace it with the following: 39 40 1 -07.18 Insurance 41 (January 24, 2011 APWA GSP) 42 43 1- 07.18(1) General Requirements 44 A. The Contractor shall obtain the insurance described in this section from insurers approved 45 by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be 46 provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, 47 which is licensed to do business in the state of Washington (or issued as a surplus line by a 48 Washington Surplus lines broker). The Contracting Agency reserves the right to approve or 49 reject the insurance provided, based on the insurer (including financial condition), terms 50 and coverage, the Certificate of Insurance, and /or endorsements. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 48 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 I 1 P� 1 2 B. The Contractor shall keep this insurance in force during the term of the Contract and for 3 thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. 4 below). 5 6 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 7 subsequent renewals, shall be no later than the effective date of this Contract. The policy 8 shall state that coverage is claims made, and state the retroactive date. Claims -made form 9 coverage shall be maintained by the Contractor for a minimum of 36 months following the 10 Final Completion or earlier termination of this Contract, and the Contractor shall annually 11 provide the Contracting Agency with proof of renewal. If renewal of the claims made form 12 of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase 13 an extended reporting period ("tail") or execute another form of guarantee acceptable to 14 15 the Contracting Agency to assure financial responsibility for liability for services performed. 16 D. The insurance policies shall contain a "cross liability" provision. 17 18 E. The Contractor's and all Subcontractors' insurance coverage shall be primary and non - 19 contributory insurance as respects the Contracting Agency's insurance, self - insurance, or 20 21 insurance pool coverage. 22 F The Contractor shall provide the Contracting Agency and all Additional Insureds with written 23 notice of any policy cancellation, within two business days of their receipt of such notice. 24 25 G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified 26 27 copy of the insurance policy(s). 28 H., The Contractor shall not begin work under the Contract until the required insurance has 29 been obtained and approved by the Contracting Agency. 30 31 I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a 32 material breach of contract, upon which the Contracting Agency may, after giving five 1 33 business days notice to the Contractor to correct the breach, immediately terminate the 34 Contract or, at its discretion, procure or renew such insurance and pay any and all 35 premiums in connection therewith, with any sums so expended to be repaid to the 36 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset 37 against funds due the Contractor from the Contracting Agency. 38 39 ). All costs for insurance shall be incidental to and included in the unit or lump sum prices of 40 the contract and no additional payment will be made. 41 42 1- 07.18(2) Additional Insured 43 All insurance policies, with the exception of Professional Liability and Workers Compensation, 44 shall name the following listed entities as additional insured(s): 45 the Contracting Agency and its officers, elected officials, employees, agents, and. 46 volunteers 47 The above- listed entities shall be additional insured(s) for the full available limits of liability 48 maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of 49 whether such limits maintained by the Contractor are greater than those required by this City f Federal Way RFB # 14-108 ty y Lakota Middle School - Page 49 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor 2 pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. 3 4 1- 07.18(3) Subcontractors 5 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a 6 minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the 7 Contracting Agency, the Contractor shall provide evidence of such insurance. 8 9 1- 07.18(4) Evidence of.Insurance 10 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 11 endorsements for each policy of insurance meeting the requirements set forth herein when the 12 Contractor delivers the signed Contract for the work. The certificate and endorsements must 13 conform to the following requirements: 14 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 15 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 16 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit 17 a copy of any blanket additional insured clause from its policies instead of a separate 18 endorsement. A statement of additional insured status on an ACORD Certificate of 19 Insurance shall not satisfy this requirement. 20 3. Any other amendatory endorsements to show the coverage required herein. 21 22 1- 07.18(5) Coverages and Limits 23 The insurance shall provide the minimum coverages and limits set forth below. Providing 24 coverage in these stated minimum limits shall not be construed to relieve the Contractor from 25 liability in excess of such limits. All deductibles and self - insured retentions must be disclosed i 26 and are subject to approval by the Contracting Agency. The cost of any claim payments falling 27 within the deductible shall be the responsibility of the Contractor. 28 29 1- 07.18(5)A Commercial General Liability 30 A policy of Commercial General Liability Insurance, including: 31 32 Per project aggregate 33 Premises /Operations Liability 34 Products /Completed Operations — for a period of one year following final acceptance of the 35 work. 36 Personal /Advertising Injury 37 Contractual Liability 38 Independent Contractors Liability 39 Stop Gap / Employers' Liability 40 Explosion, Collapse, or Underground Property Damage (XCU) 41 Blasting (only required when the Contractor's work under this Contract includes exposures 42 to which this specified coverage responds) 43 44 Such policy must provide the following minimum limits: 45 $5,000,000 Each Occurrence 46 $5,000,000 General Aggregate 47 $1,000,000 Products & Completed Operations Aggregate 48 $1,000,000 Personal & Advertising Injury, each offence City of Federal Way RFB # 14-108 Lakota Middle School - Page 50 2014 13'' Ave SW Sidewalk Comiection RFB ver. 1 -08 i] C C! 1 1 I I 1 1 2 Stop Gap / Employers' Liability 3 $5,000,000 Each Accident 4 $1,000,000 Disease - Policy Limit 5 $1,000,000 Disease - Each Employee 6 7 1- 07.18(5)B Automobile Liability 8 Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 9 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such 10 policy(ies) must provide the following minimum limit: 11 $1,000,000 combined single limit 12 13 1- 07.18(5)C Workers' Compensation 14 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 15 Insurance laws of the state of Washington. 16 17 1- 07.18(5)F Excess or Umbrella Liability 18 (May 10, 2006 APWA GSP) 19 20 The Contractor shall provide Excess or Umbrella Liability coverage at limits of 1 million per 21 occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a 22 minimum, to both the Commercial General and Auto insurance policy coverage. 23 24 This requirement may be satisfied instead through the Contractor's primary Commercial General 25 and Automobile Liability coverage, or any combination thereof. 26 27 1- 07.18(5)G Pollution Liability 28 (May 10, 2006 APWA GSP) 29 30 The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving 31 bodily injury, property damage (including loss of use of tangible property that has not been 32 physically injured), cleanup costs, remediation, disposal or other handling of pollutants, 33 including costs and expenses incurred in the investigation, defense, or settlement of claims 34 arising out of: 35 • Contractor's operations related to this project; and /or 36 • Remediation, abatement, repair, maintenance or other work with lead -based paint or 37 materials containing asbestos; and /or 38 Transportation of hazardous materials away from any site related to this project. 39 40 Such Pollution Liability policy shall provide the following minimum coverage: 41 $1,000,000.00 each loss and annual aggregate. 42 43 1- 07.18(5)H Professional Liability 44 (May 10, 2006 APWA GSP) 45 46 The Contractor and /or its Subcontractor and /or its design consultant providing construction 47 management, value engineering, or any other design - related non - construction professional City of Federal Way RFB # 14-108 Lakota Middle School - Page 51 2014 130' Ave SW Sidewalk Connection RFB ver. 1 -08 1 services shall provide evidence of Professional Liability insurance covering professional errors 2 and omissions. Such policy must provide the following minimum limits: $1,000,000.00 per Claim 3 4 If the scope of such design - related professional services includes work related to pollution 5 conditions, the Professional Liability insurance shall include Pollution Liability coverage. 6 7 If insurance is on a claims made form, its retroactive date, and that of all subsequent renewals, 8 shall be no later than the effective date of this Contract. 9 10 1 -07.23 Public Convenience and Safety 11 12 1- 07.23(1) Construction Under Traffic 13 14 Section 1- 07.23(1) is supplemented with the following: 15 16 Revise the second paragraph to read: 17 18 To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass 19 through the work with the least possible inconvenience or delay. The Contractor shall 20 maintain existing roads, streets, sidewalks. and paths within the project limits, keeping them 21 open, and in good, clean, safe condition at all times. Deficiencies caused by the 22 Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not 23 caused by the Contractor's operations shall be repaired by the Contractor when directed by 24 the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain 25 roads, streets, sidewalks, and an the adjacent to the project limits when affected by the 26 Contractor's operations. Snow and ice control will be performed by the Contracting Agency 27 on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's 28 expense. The Contractor shall perform the following: 29 1. Remove or repair any condition resulting from the work that might impede traffic or 30 create a hazard. 31 2. Keep existing traffic signal and highway lighting systems in operation as the work 32 proceeds. (The Contracting Agency will continue the route maintenance on such 33 system.) 34 3. Maintain the striping on the roadway at the Contracting Agency's expense. The 35 Contractor shall be responsible for scheduling when to renew striping, subject to the 36 approval of the Engineer. When the scope of the project does not require work on 37 the roadway, the Contracting Agency will be responsible for maintaining the striping. 38 4. Maintain existing permanent signing. Repair of signs will be at the Contracting 39 Agency's expense, except those damaged due to the Contractor's operations. 40 S. Keep drainage structures clean to allow for free flow of water. Cleaning of existing 41 drainage structures will be at the Contracting Agency's expense when approved by 42 the Engineer, except when flow is impaired due to the Contractor's operations. 43 44 (January 2, 2012) 45 Work Zone Clear Zone 46 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. 47 The WZCZ applies only to temporary roadside objects introduced by the 48 Contractor's operations and does not apply to preexisting conditions or permanent City of Federal Way RFB # 14 -108 Lakota Middle School - Page 52 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 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 F!I u �I I I Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way Feet 35 mph orless 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance (August 7, 2006) Lane closures are subject to the following restrictions: ** See Section 1 -10.2 * ** If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. City of Federal Way Lakota Middle School 13m Ave SW Sidewalk Connection RFB ver. 1 -08 Page 53 RFB # 14 -108 2014 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 1 -07.24 Rights of Way (October 1, 2005APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. 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 property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Coimection RFB ver. 1 -08 Page 54 RFB # 14 -108 2014 J E 1 1 1 n 1 Add the following new section: 2 1 -07.28 Communication with Businesses and Property Owners 3 (January 11, 2014 * * * * * *) 4 The Contractor will be responsible for communicating all work activities with the property 5 owners. The Contractor, along with the City's inspector, shall have one formal meeting with 6 the managers of the business corridor. It will be the Contractor's responsibility to initiate 7 and set up the meeting. 8 9 Thereafter, the Contractor shall keep the businesses informed of their general locations and 10 activities for the upcoming two (2) months by distributing a monthly status /schedule memo 11 to the businesses. The memo shall be approved by the Engineer prior to distribution. 12 13 Payment for said meetings and communication shall be considered incidental to the unit 14 contract price paid for Mobilization and no additional payment will be made. 15 16 1 -08 Prosecution and Progress 17 18 Add the following new section: 19 20 1 -08.0 Preliminary Matters 21 (May 25, 2006 APWA GSP) 22 23 Add the following new section: 24 25 1- 08.0(1) Preconstruction Con_ ference 26 (October 10, 2008 APWA GSP) 27 28 Prior to the Contractor beginning the work, a preconstruction conference will be held 29 between the Contractor, the Engineer and such other interested parties as may be invited. 30 The purpose of the preconstruction conference will be: 31 1. To review the initial progress schedule; 32 2. To establish a working understanding among the various parties associated or affected 33 by the work; 34 3. To establish and review procedures for progress payment, notifications, approvals, 35 submittals, etc.; 36 4. To establish normal working hours for the work; 37 5. To review safety standards and traffic control; and 38 6. To discuss such other related items as may be pertinent to the work. 39 40 The Contractor shall prepare and submit at the preconstruction conference the following: 41 1. A breakdown of all lump sum items; 42 2. A preliminary schedule of working drawing submittals; and 43 3. A list of material sources for approval if applicable. 44 45 1- 08.0(2) Hours of Work 46 (March 8, 2013 APWA GSP) 47 48 ( * * * * *) City of Federal Way RFB # 14-108 Lakota Middle School - Page 55 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 1 Except in the case of emergency or unless otherwise approved by the Contracting Agency, 2 the normal straight time working hours for the Contract shall be any consecutive 8 -hour 3 period between 7:00 a.m. and 4:00 p.m. of a working day with a maximum 1 -hour lunch ' 4 break and a 5 -day work week. The normal straight time 8 -hour working period for the 5 Contract shall be established at the preconstruction conference or prior to the Contractor 6 commencing the work. 7 8 Work on 13th Ave SW and SW 3140 St will be restricted to the hours between 7:00 a.m.*and 9 4:00 p.m., unless otherwise approved by the Engineer. No work shall be allowed within the 10 right -of -way on Saturdays, Sundays, or holidays, unless otherwise authorized by the 11 Engineer. 12 ' 13 Written permission from the Engineer is required, if a Contractor desires to perform work on 14 15 holidays, Saturdays, or Sundays; before 7:00 a.m. or after 4:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for 16 such permission, no later than noon on the working day prior to the day for which the 17 18 Contractor is requesting permission to work. 19 Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and 20 21 between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may 22 be revoked at any time the Contractor exceeds the Contracting Agency's noise control 23 regulations or complaints are received from the public or adjoining property owners 24 regarding the noise from the Contractor's operations. The Contractor shall have no claim 25 for damages or delays should such permission be revoked for these reasons. 26 27 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal ' 28 straight time working hours Monday through Friday may be given subject to certain other 29 conditions set forth by the Contracting Agency or Engineer. These conditions may include 30 but are not limited to: ' 31 • The Engineer may require designated representatives to be present during the work. 32 33 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 34 lab; inspectors; and other Contracting Agency employees when in the opinion of the 35 36 Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting 37 Agency for the costs in excess of straight -time costs for Contracting Agency 38 representatives who worked during such times. 39 • Considering the work performed on Saturdays, Sundays, and holidays as working 40 days with regard to the contract time. 41 • Considering multiple work shifts as multiple working days with respect to contract 42 time, even though the multiple shifts occur in a single 24 -hour period. 43 44 1 -08.1 Prosecution and Progress 45, 46 1 -08.1 Subcontracting 47 Section 1 -08.1 is supplemented with the following: 48 49 (October 12, 1998) , City f Federal Way RFB # 14 -108 tY Y Lakota Middle School - Page 56 2014 13t's Ave SW Sidewalk Connection RFB ver. 1 -08 1 Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall 2 submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement 3 between the Contractor and the subcontractor or between the subcontractor and any lower 4 tier subcontractor has been executed. This certification shall also guarantee that these 5 subcontract agreements include all the documents required by the Special Provision ' 6 Federal Agency inspection. 7 1 8 9 A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to 10 the Engineer: 11 12 1. Request to Sublet Work (Form 421 -012), and 13 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for '14 15 Federal -aid Projects (Form 420 -004). 16 The Contractor's records pertaining to the requirements of this Special Provision shall be 17 open to inspection or audit by representatives of the Contracting Agency during the life of 18 the contract and for a period of not less than three years after the date of acceptance of 19 the contract. The Contractor shall retain these records for that period. The Contractor 20 shall also guarantee that these records of all Subcontractors and lower tier Subcontractors 21 shall be available and open to similar inspection or audit for the same time period. 22 23 1- 08.1(1)Subcontract Completion and Return of Retainage Witheld '24 Section 1- 08.1(1) is revised to read: 25 26 (June 27, 2011) 27 The following procedures shall apply to all subcontracts entered into as a part of this 28 Contract: 29 30 Requirements 31 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor 32 not later than ten (10) days after receipt of payment from the Contracting Agency 33 for work satisfactorily completed by the Subcontractor, to the extent of each 34 Subcontractor's interest therein. 35 36 2. Prompt and full payment of retainage from the Prime Contractor to the 37 Subcontractor shall be made within 30 days after Subcontractor's Work is 38 satisfactorily completed. 39 40 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed 41 when all task and requirements of the Subcontract have been accomplished and 42 including any required documentation and material testing. 43 44 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements 45 may result in one or more of the following: 46 47 a. Withholding of payments until the Prime Contractor or Subcontractor complies 48 49 b. Failure to comply shall be reflected in the Prime Contractor's Performance 50 Evaluation 51 City of Federal Way RFB # 14-108 Lakota Middle School - Page 57 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 1 c. Cancellation, Termination, or Suspension of the Contract, in whole or in part 2 3 d. Other sanctions as provided by the subcontractor or by law under applicable 4 prompt pay statutes. 5 6 Conditions 7 This clause does not create a contractual relationship between the Contracting Agency 8 and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow 9 upon any Subcontractor, the status of a third -party beneficiary to the Contract between 10 the Contracting Agency and the Contractor. 11 12 Payment 13 The Contractor will be solely responsible for any additional costs involved in paying 14 retainage to the Subcontractors. Those costs shall be incidental to the respective Bid 15 Items. 16 17 1- 08.3(2)6 Type B Progress Schedule 18 (March 13, 2012 APWA GSP) 19 20 Revise the first paragraph to read: 21 22 The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the 23 preconstruction conference. The preliminary Type B Progress Schedule shall comply with all 24 of these requirements and the requirements of Section 1- 08.3(1), except that it may be 25 limited to only those activities occurring within the first 30- working days of the project. 26 27 Revise the first sentence of the second paragraph to read: 28 29 The Contractor shall submit 3 copies of a Type B Progress Schedule depicting the entire 30 project no later than 21- calendar days after the 2reconstruction conference. 31 32 1 -08.4 Prosecution of Work 33 34 Delete this section in its entirety, and replace it with the following: 35 36 1 -08.4 Notice to Proceed and Prosecution of Work 37 (June 27, 2011 APWA GSP) 38 39 Notice to Proceed will be given after the Contract has been executed and the contract bond 40 and evidence of insurance have been approved and filed by the Contracting Agency. The 41 Contractor shall not commence with the work until the Notice to Proceed has been given by 42 the Engineer. The Contractor shall commence construction activities on the project site 43 within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The 44 Contractor shall diligently pursue the work to the physical completion date within the time 45 specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor 46 shall not relieve the Contractor of the responsibility to complete the work within the time(s) 47 specified in the Contract. 48 49 When shown in the Plans, the first order of work shall be the installation of high visibility 50 fencing to delineate all areas for protection or restoration, as described in the Contract. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 58 2014 13'h Ave SW Sidewalk Connection RFB ver. 1-08 1 1 0 u 1 1 Installation of high visibility fencing adjacent to the roadway shall occur after the placement 2 of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon 3 construction of the fencing, the Contractor shall request the Engineer to inspect the fence. 4 No other work shall be performed on the site until the Contracting Agency has accepted the 5 installation of high visibility fencing, as described in the Contract. 6 7 (August 7, 2006 WSDOT GSP) 8 9 The Contractor shall begin work no earlier than June 18, 2014. 10 11 1 -08.5 Time for Completion 12 13 Section 1 -08.5 is supplemented with the following: 14 15 (March 13, 1995 WSDOT GSP) 16 This project shall be physically complete within $$ 30 $$ working days. 17 18 (August 14, 2013 APWA GSP, Option A) 19 20 Revise the third and fourth paragraphs to read: 21 22 Contract time shall begin on the first working day following the Notice to Proceed Date. 23 24 Each working day shall be charged to the contract as it occurs, until the contract work is 25 physically complete. If substantial completion has been granted and all the authorized 26 working days have been used, charging of working days will cease. Each week the 27 Engineer will provide the Contractor a statement that shows the number of working days: 28 (1) charged to the contract the week before; (2) specified for the physical completion of the 29 contract; and (3) remaining for the physical completion of the contract. The statement will 30 also show the nonworking days and any partial or whole day the Engineer declares as 31 unworkable. Within 10 calendar days after the date of each statement, the Contractor shall 32 file a written protest of any alleged discrepancies in it. To be considered by the Engineer, 33 the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and 34 amount of time disputed. By not filing such detailed protest in that period, the Contractor 35 shall be deemed as having accepted the statement as correct. If the Contractor is approved 36 to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week 37 in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth 38 day of that week will be charged as a working . day whether or not the Contractor works on 39 ht at day. 40 41 Revise the sixth paragraph to read: 42 43 The Engineer will give the Contractor written notice of the completion date of the contract 44 after all the Contractor's obligations under the contract have been performed by the 45 Contractor. The following events must occur before the Completion Date can be 46 established: 47 1. The physical work on the project must be complete; and 48 2. The Contractor must furnish all documentation required by the contract and required by 49 law, to allow the Contracting Agency to process final acceptance of the contract. The City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 59 RFB # 14 -108 2014 1 following documents must be received by the Project Engineer prior to establishing a 2 completion date: ' 3 a. Certified Payrolls roper Section 1- 07.9(5)). 4 b. Material Acceptance Certification Documents 5 c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the 6 Contract Provisions. 7 d. Final Contract Voucher Certification 8 e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all ' 9 Subcontractors 10 11 f. Property owner releases aer Section 1 -07.24 12 1 -08.9 Liquidated Damages 13 (August 14, 2013 APWA GSP) 14 , 15 Revise the fourth paragraph to read: 16 17 When the Contract Work has progressed to Substantial Completion as defined in the 18 Contract, the Engineer may determine that the work is Substantially Complete. The 19 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 20 overruns in Contract time occurring after the date so established, the formula for liquidated 21 damages shown above will not apply. For overruns in Contract time occurring after the 22 23 Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion 24 Date of all the Contract Work. The Contractor shall complete the remaining Work as 25 26 promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. ' 27 28 29 1 -09 Measurement and Payment ' 30 1 -09.6 Force Account 31 (October 10, 2008 APWA GSP) 32 '33 Supplement this section with the following: 34 35 The Contracting Agency has estimated and included in the Proposal, dollar amounts for all 36 items to be paid per force account, only to provide a common proposal for Bidders. All such 37 dollar amounts are to become a part of Contractor's total bid. However, the Contracting 38 Agency does not warrant expressly or by implication, that the actual amount of work will ' 39 correspond with those estimates. Payment will be made on the basis of the amount of work 40 actually authorized by Engineer. 41 ,42 1 -09.7 Mobilization 43 (January 11, 2014 * * * * *) 44 45 Section 1 -09.7 is supplemented with the following: 46 47 The Contractor shall arrange and provide the construction equipment staging area. This 48 area must be approved by the City of Federal Way, Community Development Department. 49 Sites chosen near residential properties can expect severe restrictions on noise and 50 allowable work hours. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 60 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 ' City of Federal Way RFB # 14 -108 Lakota Middle School - Page 61 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 2 Obtaining a site for the Contractor's mobilization, field ofFice(s), storage of materials, and 3 other general operations shall be the responsibility of the Contractor. All costs associated 4 with securing sites shall be included in the bid item "Mobilization" and no other 5 compensation will be made for this item. The Contractor will provide City with copy(s) 6 agreement(s). 7 8 Payment is made under the following item: 9 10 "Mobilization" per lump sum. 11 12 The lump sum bid price for "Mobilization" shall include, but not be limited to, the following 13 items: the movement of the Contractor's personnel, equipment, supplies, and incidentals to 14 15 the project site; the establishment of his office, buildings, and other facilities necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining 16 permits or licenses required to complete the project not furnished by the Owner; and other ' 17 18 work and operations which must be performed or costs that must be incurred. 19 1 -09.9 Payments 20 21 (March 13, 2012 APWA GSP) 22 Delete the first four paragraphs and replace them with the following: '23 24 The basis of payment will be the actual quantities of Work performed according to the 25 Contract and as specified for payment. 26 27 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 28 29 Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that 30 include a basis for incremental payments as part of the respective Specification. Absent a 31 lump sum breakdown, the Project Engineer will make a determination based on information ' 32 available. The Project Engineer's determination of the cost of work shall be final. 33 34 Progress payments for completed work and material on hand will be based upon progress 35 estimates prepared by the Engineer. A progress estimate cutoff date will be established at 36 the preconstruction conference. 37 38 The initial progress estimate will be made not later than 30 days after the Contractor 39 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 '40 41 are tentative, and made only for the purpose of determining progress payments. The 42 progress estimates are subject to change at any time prior to the calculation of the final 43 payment. 44 45 The value of the progress estimate will be the sum of the following: 46 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 47 work completed multiplied by the unit price. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 61 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum 2 breakdown for that item, or absent such a breakdown, based on the Engineer's 3 determination. 4 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or 5 other storage area approved by the Engineer. 6 4. Change Orders — entitlement for approved extra cost or completed extra work as 7 determined by the Engineer. 8 9 Progress payments will be made in accordance with the progress estimate less: 10 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 11 2. The amount of progress payments previously made; and 12 3. Funds withheld by the Contracting Agency for disbursement in accordance with the 13 Contract Documents. 14 15 Progress payments for work performed shall not be evidence of acceptable performance or 16 an admission by the Contracting Agency that any work has been satisfactorily completed. 17 The determination of payments under the contract will be final in accordance with Section 18 1 -05.1. 19 20 1- 09.9(1) Retainage 21 Section 1- 09.9(1) content and title is deleted and replaced with the following: 22 23 (June 27, 2011) 24 Vacant 25 26 1- 09.13(3) Claims $250,009 or Less 27 (October 1, 2005APWA GSP) 28 29 Delete this Section and replace it with the following: 30 31 The Contractor and the Contracting Agency mutually agree that those claims that total 32 $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by 33 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually 34 agree in writing to resolve the claim through binding arbitration. 35 36 1- 09.13(3)A Administration of Arbitration 37 (October 1, 2005APWA GSP) 38 39 Revise the third paragraph to read: 40 41 The Contracting Agency and the Contractor mutually agree to be bound by the decision of the 42 arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the 43 Superior Court of the county in which the Contracting Age's headquarters are located. The 44 decision of the arbitrator and the specific basis for the decision shall be in writing. The 45 arbitrator shall use the contract as a basis for decisions. 46 47 1 -10 Temporary Traffic Control 48 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 62 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 11 11 1 1 a 0 d 1 1 0 1 (******) 2 1 -10.1 General 3 Section 1 -10.1 is supplemented with the following: 4 5 If the Contractor opts to utilize traffic control plans other than those provided in these 6 Contract Documents, the Contractor shall provide traffic control plans to the City of Federal 7 Way for review and approval a minimum of ten (10) working days prior to implementation. 8 These plans shall supplement Construction Staging Plans. The plans as provided by the 9 Contractor shall include and not be limited to the following information: 10 11 • Stop bar locations with station and offset to verify safety of intersection turning 12 radius for vehicles. 13 • Minimum lane widths provided for vehicular travel. 14 • Turn pocket length, gap. And tapers in conformance with the City of Federal Way 15 Standard Detail DWG 3 -19A, and WSDOT standard plans. 16 17 The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise 18 specified as being furnished by the Contracting Agency. The Contractor shall erect and 19 maintain all construction signs, warning signs, detour signs, and other traffic control 20 devices necessary to warn and protect the public at all times from injury or damage as a 21 result of the Contractor's operations which may occur on highways, roads, streets, 22 sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all 23 necessary signs and traffic control devices are in place. 24 25 City of Federal Way Project Signs 26 27 City of Federal Way Project signs shall be considered Construction Signs Class A. The 28 Contractor shall provide two (2) project signs per the standard detail within the appendix. 29 30 Supplement with the following: 31 32 Traffic control and maintenance for the safety of the traveling public on this project shall be 33 the sole responsibility of the Contractor and all methods and equipment used will be subject 34 to the approval of the Owner. 35 36 1 -10.2 Traffic Control Management 37 38 1- 10.2(1) General 39 40 Section 1- 10.2(1) is supplemented with the following: 41 42 (December 1, 2008) 43 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in 44 the State of Washington. The Traffic Control Supervisor shall be certified by one of the 45 following: 46 47 The Northwest Laborers - Employers Training Trust 48 27055 Ohio Ave. 49 Kingston, WA 98346 50 (360) 297 -3035 City of Federal Way Lakota Middle School - 1P Ave SW Sidewalk Connection RFB ver. 1 -08 Page 63 RFB # 14-108 2014 . The American Traffic Safety Services Association 1 1 15 Riverside Parkway, Suite 100 ' 2 Evergreen Safety Council 3 401 Pontius Ave. N. 4 Seattle, WA 98109 ' 5 1- 800 - 521 -0778 or 6 (206) 382 -4090 ' 7 The following minimum Traffic Control requirements shall be maintained during the 8 The American Traffic Safety Services Association 9 15 Riverside Parkway, Suite 100 ' 10 Fredericksburg, Virginia 22406 -1022 11 Training Dept. Toll Free (877) 642 -4637 12 Phone: (540) 368 -1701 ' 13 14 15 1- 10.2(2) Traffic Control Plans Section 1- 10.2(2) is supplemented with the following: ' 16 The following minimum Traffic Control requirements shall be maintained during the 17 construction of the project: 18 19 1. The Contractor shall maintain continuous two -way traffic along streets throughout the 20 project site. The Contractor shall have the option, with the approval of the Engineer, of 21 momentarily interrupting the continuous two -way traffic to allow one -way traffic. Such 22 interruptions shall utilize qualified flaggers placed in strategic locations to insure the 23 public safety and minimize driver confusion. A momentary interruption shall be defined' 24 as a period of time not to exceed two (2) minutes. Regardless of the period of time no , 25 queue greater than ten (10) cars in length will be allowed. 26 27 2. The Contractor shall be responsible for notifying all affected property owners prior to 28 commencing the barricading of streets, sidewalks and driveways. 29 ' 30 3. All business driveways shall remain open except as necessary to permit curing of 31 32 construction materials or for short periods of time as required for excavations. However, at least one (1) driveway per business shall remain open to vehicular traffic at all times , 33 unless otherwise approved by the Engineer and affected property owner in writing. If a 34 35 business has only one driveway, then that driveway must be constructed one -half at a time to allow the passage of vehicles. The amount of time that a driveway can be closed 36 will be limited. Business owners shall be notified in writing at least 48 hours in advance 37 38 of any planned driveway closures. 39 4. Signs and barricades shall be supplemented by lanterns or flasher units during the hours 40 of darkness. 41 5. Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic 42 during the life of this contract shall be placed by the Contractor immediately upon 43 request by the Engineer. In addition, cuts made in the traveled lanes or on walkways 44 that are paved will be temporarily patched with hot mix and maintained daily until such ' 45 time as a permanent patch can be made. Payment for crushed surfacing, gravel and 46 asphalt will be paid at their respective bid items, as included in the contract. 47 48 6. Detours will not be allowed except as noted herein or Section 1- 07.23(2) as amended. 49 City of Federal Way RFB # 14 -108 Lakota Middle School - • Page 64 2014 13'e Ave SW Sidewalk Connection RFB ver. 1 -08 1 1 7. Drivers of motor vehicles used in connection with the construction shall obey traffic rules ' 2 posted for such location in the same manner and under the same restrictions as 3 provided for the drivers of private vehicles. 4 5 8. The Contractor shall, at all times throughout the project, conduct the work in such a 6 manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as 7 possible. The streets, sidewalks and private driveways shall be kept open by the 8 Contractor except for the brief periods when actual work is being done. The Contractor 9 shall so conduct his operations so as to have under construction no greater length or 10 amount of work than he can prosecute vigorously and he shall not open up sections of 11 the work and leave them in an unfinished condition. See Section 1- 07.23(1) for 12 additional driveway closure requirements. 13 '14 9. The Contractor shall provide traffic cones, barricades and drums, with warning lights in 15 sufficient number and in good condition as required to protect the work and the public 16 throughout the length of the job. Traffic Safety Drums with flashers in addition to 17 temporary striping will be used to channelize traffic through construction zones. 18 Opposing lanes of traffic will be separated by pylons when clearance for drums is not 19 adequate. All signing and channelization shall be per current MUTCD standards. 20 21 10. Temporary paint striping, reflective marking tape, and /or retroreflective tubular markers 22 shall be required for each shift of traffic control. The Contractor shall provide temporary ' 23 striping, reflective marking tape, and /or retroreflective tubular markers as required at 24 the direction of the Engineer. Paint, reflective marking tape, and /or retroreflective 25 tubular markers used for temporary striping shall meet the requirement of Section 8 -23 ' 26 of these Special Provisions. 27 City of Federal Way RFB # 14-108 Lakota Middle School - Page 65 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 11. The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, '28 29 tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed 30 by the preparer. 31 32 Special Conditions 33 34 13th Ave SW and SW 314th Street Traffic Reguirements 35 36 • Closure of one lane at a time may occur between the hours of 7:00 a.m. to 4:00 37 p.m. 38 . • If a lane closure is required, at least one lane of traffic (alternating directions / 39 flagger controlled) shall be maintained at all times. 40 • Any closures extend beyond the above approved hours require approval by the City. 41 • All business accesses will remain open during business hours. 42 • , Bus stops shall remain ADA accessible to pedestrians at all times throughout the 43 44 project. 45 1 -10.3 Traffic Control Labor, Procedures and Devices ' 46 47 1- 10.3(1) Traffic Control Labor 48 Section 1- 10.3(1) is supplemented with the following: City of Federal Way RFB # 14-108 Lakota Middle School - Page 65 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5 46 47 48 49 50 it �J The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost per Standard Specifications 1 -09.6 Force Account, The Contractor shall request uniformed off -duty police officers from the City of Federal Way Police Department, (253) 661 -6701. The request shall be made forty -eight (48) , hours before the use of the off duty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off -duty police officers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out ' requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor -made schedule revisions occur after an off duty officer has been procured. The estimated off -duty uniformed police officer hours as stated in the proposal, are the , City's estimate, without knowledge of the Contractors specific method of operation and is used only for the purpose of providing a common amount for all bidders. In the event actual hours of officer time differ from the quantity listed in the proposal, no ' readjustment in the unit contract price for off -duty uniformed police officer will be allowed. The last sentence of the second paragraph of Section 1- 10.3(1) is revised to read: The Contractor shall furnish the flashing stop /slow paddles for the flagging stations. The use of conventional flagging paddles fill only be allowed in the case of an , emergency, or temporary use while a failed FSSP is replace or repaired. 1- 10.3(3) Traffic Control Devices Section 1- 10.3(3) is supplemented with the following: The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category 11 Devices Type I & II Barricades Manufacturer WU Industries Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company TrafFix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex -O -Ute City of Federal Way Lakota Middle School - 13t' Ave SW Sidewalk Connection RFB ver. 1-08 Model Number Safety Cade Type II Unicade Waffle Barricade Type II Plywood or Plastic Panel Type I & II Barricades Fibercade Type II Plasticade Type II Type I Plastic Barricade Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type I & II Barricades Type I Barricade RFB # 14 -108 Page 66 2014 C l J 1 C 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 i 1 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 United Rentals Highways Bureau of Highway Safety The Cortina Companies Type Iii Barricades Manufacturer Bent Manufacturing Recycled Plastic Products Yodock Wall Company Cantel of Medford, Inc. Davidson Plastics Corp. Type I & II Barricades Penn. lype III Barricade Type I Plastic Barricades Model Numbe r Type III Barricade Hollow Core Plastic Barricade Yodock 2001m Type III Barricade EZ -UP Type III Barricade T3B Type III Barricade Approved Portable Signs and Stands Manufacturer Model Number Montana DOT DWG# 618 -02 (Plywood) WLI SafetyCor Sign System (Plastic) Texas DOT Skid Mounted Sign Support (Plywood) Reflexite /Eastern Metals DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the above listed stands at this time Wood Sign Posts Use the below charts to determine post size for Class A. construction signs. One Post Installation Post Size Min. Sign Sq. Ft. Max. Sign S . Ft. 4x4 - 16.0 4x6 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 Two Post Installation (For signs S feet or greater in width) 4x4 - 16.0 4x6 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0 * The Engineer shall determine post size for signs greater than 75 square feet. Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All non - applicable City of Federal Way Lakota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1-08 Page 67 RFB # 14 -108 2014 1 signs shall be removed or completely covered with metal, plywood, or an Engineer 2 approved product specifically manufactured for sign covering during periods when they 3 are not needed. When the need for these signs has ceased, the Contractor upon 4 approval of the Engineer, shall remove all signs, posts, and supports from the project 5 and they shall remain the property of the Contractor. 6 All orange background signs shall utilize materials, and be fabricated in accordance with, 7 Section 9 -28. All new orange background signs and all W20 -7a "Flagger Ahead" signs 8 shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. 9 All post mounted signs with Type IV or VII sheeting shall use a nylon washer between 10 the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. 11. There shall be no intermixing of signs with non - fluorescent orange reflective sign 12 sheeting and signs with fluorescent orange reflective sign sheeting on the same sign 13 post. 14 Construction signs will be divided into two classes. Class A construction signs are those 15 signs that remain in service throughout the construction or during a major phase of the 16 work. They are mounted on posts, existing fixed structures, or substantial supports of a 17 semi- permanent nature. Sign and support installation for Class A signs shall be in 18 accordance with the Contract Plans or the Standard Plans. Class B construction signs 19 are those signs that are placed and removed daily, or are used for short durations which 20 may extend for one or more days. They are mounted on portable or temporary 21 mountings. In the event of disputes, the Engineer will determine if a construction sign 22 is considered as a Class A or B construction sign. 23 If it is necessary to add weight to signs for stability, only a bag of sand that will rupture 24 on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) 25 have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from 26 the ground. 27 Payment for setup and take down of Class B signs will be limited to the labor cost to do 28 the work described in Section 1- 10.3(1), and for transportation described in Section 1- 29 10.3(2). 30 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the 31 Engineer deems to be unacceptable while their use is required on the project, shall be 32 replaced by the Contractor without additional compensation. 33 Traffic Safety Drums shall be used to delineate driveways and access locations to private 34 properties within the work zone. 35 1 -10.4 Measurement 36 37 1- 10.4(3) Reinstating Unit Items with Lump Sum Traffic Control 38 (August 2, 2004 WSDOT GSP) 39 40 Section 1- 10.4(3) is supplemented with the following: 41 42 The bid proposal contain the item "Project Temporary Traffic Control ", lump sum and the 43 additional temporary traffic control items listed below. The provisions of Section 1- 10.4(1), 44 Section 1- 10.4(3), and Section 1- 10.5(3) shall apply. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 68 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 -10.5 Payment Section 1 -10.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items(s) when included in the proposal: "Project Temporary Traffic Control", lump sum. All traffic control costs shall be included in the bid item "Project Temporary Traffic Control or shall be considered incidental to other items in the contract. Traffic control items to be included in "Project Temporary Traffic Control" shall be included, but on be limited to Traffic Control Plans, Construction Identification Signs, Sequential Arrow, Traffic Control Supervisor, Construction Signs Class A, Pedestrian Traffic Control, Other Traffic Control Labor, and Other Temporary Traffic control. END OF DIVISION 1 City of Federal Way RFB # 14-108 Lakota Middle School - Page 69 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 DIVISION 2 2 EARTHWORK 3 4 2 -01 Clearing, Grubbing, and Roadside Cleanup 5 6 2 -01.1 Description 7 (Special Provision) 8 9 Section 2 -01.1 is supplemented with the following: 10 12 Clearing and grubbing on this project shall be performed within the limits shown in the 13 plans. 14 15 2 -01.3 Construction Requirements 16 17 2- 01.3(4) Roadside Cleanup 18 19 Section 2- 01.3(4) is supplemented with the following: 20 21 (January 5, 1998) ' 22 Clearing and grubbing shall be performed within the limits shown on the plans. 23 24 2 -01.4 Measurement 25 26 Section 2 -01.4 is supplemented with the following: 27 28 (January 11, 2014 * * * * * *) 29 No specific unit of measurement will apply to the force account Item of "Roadside 30 Cleanup ". 31 32 2 -01.5 Payment 33 34 Section 2 -01.5 is supplemented with the following: 35 36 (January 11, 2014 * * * * * *) 37 Payment will be made in accordance with Section 1 -04.1 for the following bid items 38 when included in the proposal: 39 40 "Clearing and Grubbing ", per lump sum. 41 "Roadside Cleanup ", by force account. 42 43 2 -02 Removal of Structures and Obstructions 44 45 2 -02.3 Construction Requirements 46 Section 2 -02.3 is supplemented with the following: 47 48 ( * * * * *) City of Federal Way RFB # 14 -108 Lakota Middle School - Page 70 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 i In fJ 7 1 1 The Contractor shall remove and dispose of all items shown on the site preparation plans 2 and other minor items necessary to complete the work. This includes but is not limited to 3 trees, tree. roots, tree branches, tree stumps and sign posts. 4 5 Where shown on the plans or as directed by the Engineer, the Contractor shall remove 6 trees and their associated roots to a depth of 2' below the existing surface, or the proposed 7 grade whichever is deeper. The cleared area shall be backfilled with gravel borrow up to 8 two (2) inches below finished grade and fill remainder with topsoil Type A, and seeded. ' 9 Prior to backfilling, the cleared area shall be treated with heavy concentration of Cross - 10 Bow, Round -up or approved equivalent. All materials removed shall be disposed of the Contractor of the project site, unless approved otherwise by the Engineer. '11 12 13 Disposal shall be in accordance with Section 2 -01 of the Standard Specifications and these 14 15 Special Provisions. 16 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 17 18 Section 2- 02.3(3) is supplemented with the following: 19 1. All broken -up pieces shall become the property of the Contractor and shall be 20 21 removed from the project. 22 2. Prior to removal, the Contractor shall make a full -depth vertical sawcut between any 23 24 sidewalk, curb ramp or curb and gutter that is to remain and the portion to be removed. The sawcut shall be at the nearest joint to form a neat line for removal 25 from the project site. ' 26 27 1 Replace at no expense to the Owner and to the satisfaction of the Engineer any 28 existing pavement, sidewalk, curb ramp, or curb and gutter designated to remain 29 that is damaged during the removal operation. 30 31 4. The contractor shall make a neat full depth vertical sawcut in the existing pavement 32 at a minimum distance of two (2) feet from the curb and gutter to be removed to 33 provide a large enough area to build to curb and place and compact a pavement 34 section. The approximate thickness of the existing asphalt concrete pavement in the 35 roadway varies. Contractor's attention is also drawn to Section 8 -04.3 of the Special '36 Provisions. See standard plans for details. 37 38 5. The equipment and procedures used to make the full -depth sawcut shall be '39 approved by the engineer. No waste water from the sawcutting operation shall be 40 released directly to any stream or storm sewer system. 41 42 6. Extra care shall be taken to protect existing traffic loops that are to remain, when 43 removing and replacing curb and gutter. Any traffic loops damaged by the 44 Contractor shall be replaced at the Contractor's expense. '45 46 7. Pedestrian and wheel chair access to sidewalks must be maintained to one side of 'a 47 street at all times. The Contractor shall not simultaneously remove existing cement concrete sidewalks, curb and gutter, truncated dome retrofit or wheel chair ramps at '48 49 all four quadrants of an intersection. If it is not possible to restrict access to one 50 side of a street, the contractor must provide proper wheelchair accessible pedestrian 51 detours, per the MUTCD, around closed sidewalk areas. City of Federal Way RFB # 14-108 Lakota Middle School - Page 71 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 49 50 51 2- 02.3(4) Asphalt Concrete Sawcut Where shown on the Plans or where directed. by the Engineer, the Contractor shall make a neat, full -depth vertical saw cut at the boundaries of the area to be removed. Care shall be taken when sawcutting as not to damage any of the existing pavement to remain in place. Any pavement damaged by the Contractor due to his operations shall be repaired or replaced by him at his own expense. Where the Contractor chooses to use grinding or pulverizing to remove asphalt concrete pavement, the vertical line left by grinding or pulverizing shall be considered equivalent to a sawcut, but in that case no separate payment shall be made for sawcut. 2- 02.3(5) Adjust Existing Utility to Grade As shown on the Plans, existing utilities such as monuments, manholes, catch basin frames and grates, water valves, and meter boxes shall be adjusted to finished grade. The Contractor shall familiarize himself with the existing utility locations prior to the beginning of any work. The Contractor shall adjust City -owned utilities. Final adjustment shall be smooth and flush with finished grade. The Contractor shall mark the location of all utilities prior to paving the new surface. Unless otherwise provide in the Special Provisions and Proposal, costs for adjusting utilities to grade, including coordinating the work with other utilities, shall be incidental to the various items of work and no additional compensation will be allowed. Existing facilities shall be adjusted to the finished grade as shown on the Plans and as further specified herein. Existing box, ring, grate, and cover shall be reset in a careful and workmanlike manner to conform to the new grade. Special care shall be exercised in all operations. Any damage occurring to the manholes, concrete catch basins, monument cases, valve boxes, or water mains, due to the Contractor's operations, shall be repaired at the Contractor's own expense. Adjustments shall be made using bricks, concrete blocks, or cement, and the interior of the manhole adjustment shall be mortared smoothly. All covers and frames shall be thoroughly cleaned. The Contractor shall be responsible for referencing and keeping a record of such references of all manholes, catch basins, monument cases, meter boxes, and valve boxes encountered, and shall submit a copy of these references to the Engineer. The manholes, catch basins, monument cases, and valve boxes shall be adjusted to grade in accordance with Section 1- 05.3(1). 2 -02.4 Measurement Section 2 -02.4 is supplemented with the following: Removal of asphalt concrete pavement and base associated with the Removal of Cement Conc. Curb and Gutters, will not be measured, but will be considered as part of "Removal Cement Conc. Curb and Gutter': Sawcutting sidewalks, driveways, curb and gutters and asphalt concrete pavement will be measured per lineal foot.. City otFederal Way Lakota Middle School - Page 72 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 RFB # 14 -108 2014 n 1 n 11 �1 t C u [1 1 I I I I I li u L CI' 1 2 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 34 35 36 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Removal of trees shall be included as part of "Removal of Structures and Obstructions" and shall include removal of the tree, its roots and the soil surrounding the roots, backfill and seeding, and any restoration necessary as determined by the Engineer. 2 -02.5 Payment Section 2 -02.5 is supplemented with the following: Payment will be made for each of the following bid items that are in the proposal: "Removal of Structure and Obstruction ", per lump sum. "Sawcutting ", per lineal foot. "Removing Curb and Gutter ", per linear foot. The contract bid prices, including all incidental work, shall be full compensation for all labor, material, tools, disposal fees, and equipment necessary to satisfactorily complete the work as defined in these Special Provisions, including properly disposing of the removed materials off -site and leaving what is to remain in good condition. 2 -03 Roadway Excavation and Embankment 2 -03.1 Description Section 2 -03.1 is supplemented with the following: Roadway excavation shall include excavating and grading sidewalk. Removal of existing sidewalks, driveway approaches, and driveways to the limits shown on the plans are included in "Roadway Excavation, Incl. Haul ". Minor grading as needed to match existing grades behind the back of walk and adjacent to driveways is also included in "Roadway Excavation, Incl. Haul ". Section 2- 03.3(10) Selected Material Section 2- 03.3(10) is supplemented with the following: Selected Material when specified or required by the Engineer for use on the project shall meet the requirements of specified in Section 9- 03.14(3) for Common Borrow. Section 2- 03.3(14)C Compacting Earth Embankments Change this section as follows under heading "Moisture Content": The moisture content shall not vary more than 1 percent wet to 3 percent dry of optimum as determined by the tests described in Section 2- 03.3(14)D. All compaction shall be per Method C of the Standard Specifications. Section 2- O3.3(14)D Compaction and Moisture Control Tests Change this section as follows under heading item 1. : Materials with less than 30 percent by weight retained on the U.S. No. 4 sieve shall be determined using FOP for AASHTO T180, Method D. City of Federal Way Lakota Middle School - 13`" Ave SW Sidewalk Connection RFB ver. 1 -08 Page 73 RFB # 14 -108 2014 1 Section 2- 03.3(14)E Unsuitable Foundation Excavation Section 2- 03.3(14)E is supplemented with the following: All embankments shall be founded on dense, non - yielding granular foundation soil as approved by the Engineer. Remove all organic materials and debris, trash, and all other deleterious material prior to beginning construction of new embankments. Proof rolls the foundation to verifying dense non - yielding conditions. Unsuitable foundation encountered during structure excavation shall also be measured and paid as "Unsuitable Foundation Excavation Encl. Haul ". 14 15 Section 2- 03.3(14)G Backfilling Section 2- 03.3(14)G is supplemented with the following: 16 17 18 * * *� Remove all water and non - compatible materials from excavations prior to backfilling or 19 attempting to compact embankment soil. Place native soils or provide import Gravel 20 21 Borrow as required to complete the work. Backfill all embankments in accordance with 2- 03.3(14)C, Compacting Earth Embankments, Method C. 22 23 2- 03.3(14)3 Gravel Borrow Including Haul 24 Section 2- 03.3(14) is supplemented with the following: 25 26 *� 27 Where and if the Engineer determines that unstable subgrade material exists below this 28 depth, the Engineer may direct the Contractor to excavate an additional depth to stabilize 29 the area. 30 31 When an excavation depth exceeds the bottom of the proposed crushed surfacing top 32 course, the area below the crushed surfacing top course shall be backfiiled with "Crushed 33 Surfacing Top Course ". ' 34 35 2 -03.4 Measurement 36 Section 2 -03.4 is supplemented with the following: 37 38 "Roadway Excavation Incl. Haul' measurement for roadway excavation including haul shall 39 be in accordance with Section 2 -03.4 of the Standard Specifications. , 40 41 2 -03.5 Payment 42 Section 2 -03.5 is supplemented with the following: 43 44 "Roadway Excavation Incl. Haul' shall be paid by the cubic yard, neat line measure. No 45 separate payment will be made for haul or wasting excavated material. 46 47 2 -07 Watering 48 49 2 -07.5 Payment 50 Section 2 -07.5 is supplemented with the following: 51 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 74 2014 13'` Ave SW Sidewalk Connection RFB ver. 1 -08 ' 1 2 3 4 5 All costs for providing and applying water shall be considered incidental to and included in the unit contract prices for the various items involved. END OF DIVISION 2 City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 75 RFB # 14-108 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 DIVISION 3 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3 -01 Production from Quarry and Pit Sites 3 -01.4 Contractor Furnished Material Sources Section 3 -01.4 is supplemented with the following: No source has been provided for any materials necessary for the construction of this improvement. If the sources of material provided by the Contractor necessitates hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 3 -01.6 Payment Section 3 -01.6 is supplemented with the following: Any work performed by the Contractor under Division 3 shall be considered incidental to the furnishing of materials. All cost of acquiring, producing, and placing this material shall be incidental to and included in the unit contract prices for the various items involved. END OF DIVISION 3 City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 76 RFB # 14 -108 2014 DIVISION 4 BASES Wherever specifications are made for "Pavement Repair and Roadway Widening" in the following division, they shall also apply to "Shoulder Reconstruction and Shoulder Widening" 4 -04.1 Description Section 4 -04.1 is supplemented with the following: Crushed Surfacing shall be placed where shown in the Plans, as a base for sidewalks, driveways, curb & gutter, and pavement, at existing driveways to provide temporary access, as backfill for unsuitable foundation excavation at mailbox supports, or for any other purposes deemed necessary by the Engineer. 4 -04.3 Construction Requirements 4- 04.3(4) Placing and Spreading Item 2 of Section 4- 04.3(3) and Section 4- 04(4), is replaced with the following: 2. Road Mix Method. The road mix method of mixing surfacing material will not be allowed. 4 -04.5 Payment Section 4 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Crushed Surfacing Top Course ", per ton. The unit contract price per ton for "Crushed. Surfacing Top Course" shall also include compacting, and removing and hauling to waste when required by the Engineer. END OF DIVISION 4 • City of Federal Way RFB # 14-108 Lakota Middle School - Page 77 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 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 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 Hot Mix Asphalt 5 -04.1 Description Section 5 -04.1 is supplemented with the following: Asphalt concrete pavement shall be used at the following, locations on the project: 1. HMA CL 1/2 ", PG 64 -22: For all asphalt concrete roadway overlay construction per the Typical Roadway section details on the Plans. 2. Commercial HMA: For all asphalt concrete construction / reconstruction behind back of sidewalk where such construction is shown on the plans or as directed by the Engineer. 5 -04.3 Construction Requirements 5- 04.3(3)A Material Transfer Device /Vehicle (August 3, 2009 WSDOT GSP) Section 5- 04.3(3)A is deleted in its entirely. 5- 04.3(5) Conditioning of Existing Surface 5- 04.3(5)A Preparation Of Existing Surfaces Section 5- 04.3(5)A is supplemented with the following: In accordance with Section 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the mitigating measures to be taken in the event that the paving operation is suspended or terminated prior to the asphalt for tack coat being fully covered. 5- 04.3(7)A Mix Design Section 5- 04.3(7)A is supplemented with the following:. The Contractor shall provide the City a mix design for all specified classes of mix and binder type that has been approved by WSDOT within the last 12 months. The mix design(s) shall have met all the requirements of Sections 9- 03.8(2) and 9- 03.8(6). The Contractor shall also provide documentation that the aggregates and binder used are the same as those used to meet the requirements for the WSDOT approved mix design. In no case shall the Contractor begin paving before the City has approved the submitted mix design(s). 5- 04.3(8)B Basis of Acceptance • 5- 04.3(8)B is a new section: City of Federal Way Lakota Middle School - 13'' Ave SW Sidewalk Connection RFB ver. 1 -08 Page 78 RFB # 14 -108 2014 i 1 A. HMA Mix Design. The Contractor- submitted reference mix design will be accepted based 2 on its conformance to the project job mix formula (JMF) provided by the Contractor and 3 laboratory density tests. For the acceptance of a project JMF, the Contractor shall submit to 4 the Engineer a laboratory report stating that the representative samples of the various 5 aggregates and blend sand to be used, along with the gradation data, the various 6 aggregate stockpile averages, the proposed combining ratios, and the average gradation of 7 the completed mix have been verified. i9 8 1. Tolerances — Nonstatisticai Acceptance. After the JMF is determined, the 10 constituents of the mixture at the time of acceptance shall conform to the range of the 11 12 proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0.5 percent. 13 ' 14 15 2. Adjustments: 16 a. Aggregates. Upon written request from the Contractor, the Project Engineer may 17 approve field adjustments to the JMF including the Contractor's proposed 18 combining ratios for mineral aggregate stockpiles and blend sand. The 19 maximum allowed gradation change shall be 2 percent for the aggregate 20 21 retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the 22 No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above 23 adjustments and /or any further adjustments as ordered by the Engineer will be 24 considered as a new JMF. Adjustments beyond these limits will require 25 development of a new JMF. The adjusted JMF plus or minus the allowed 26 tolerances shall be within the range of the broad band specifications. 27 28 b. Asphalt Binder Content. The Project Engineer may order or approve the 29 Contractor's request to change asphalt binder content a maximum of 30 0.3 percent from the approved JMF No field adjustments of the JMF relative to 31 the asphalt binder content exceeding 0.3 percent from the initial JMF will be 32 made without approval of the Engineer. 33 34 B. Hot Mix Asphalt Mixture: 35 36 1. Sampling: 37 38 a. A sample will not be obtained from either the first or last 25 tons of mix 39 produced in each production shift. No samples shall be taken for daily quantities 40 under 250 tons in a day. 41 42 b. Samples for compliance of gradation and asphalt binder content will be obtained 43 on a random basis from the hauling vehicle. The Contractor shall provide 44 adequate platforms to enable samples to be obtained in accordance with 45 46 WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. 47 48 49 2. Test Results. The Contractor will furnish the Engineer with a copy of the results. 50 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 79 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 1 2 4 5 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 3. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T27 and T11. 4. Rejection by Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the City. Any such new material will be sampled, tested, and evaluated for acceptance. 5- 04.3(1O)B Control (Special Provision) Delete Section 5- 04.3(10)B in its entirety and replace it with the following: For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of ninety -two percent (92 %) of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than five (5) nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of seventy -five and 00 /100 dollars ($75.00) per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (ninety -two percent (92 %) of the maximum density determined by WSDOT Test Method 705). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactable. HMA constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 80 RFB # 14 -108 2014 iJ 1 [I 1 r 1 In addition to the randomly selected locations for tests of the control lot, the Engineer 2 reserves the right to test any area which appears defective and to require the further 3 compaction of areas that fall below acceptable density readings. These additional tests 4 shall not impact the compaction evaluation of the entire control lot. r5 6 5- 04.3(12) points 7 (January S, 2004 WSDOT GSP) 8 9 Section 5- 04.3(12) is supplemented with the following: 10 r12 11 HMA utilized in the construction of joint wedges shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the 13 joint on the roadway, to the satisfaction of the Engineer. 14 15 5- 04.3(13) Surface Smoothness 16 The second sentence of Section 5- 04.3(13) is revised to read: 17 18 (January 5, 2004) 19 The completed surface of the wearing course shall not vary more than 1/4 inch from the 20 21 lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. 22 5- 04.3(16) Weather Limitations 23 The first sentence of Section 5- 04.3(16) is revised to read: 24 25 (August 3, 2009) 26 HMA for wearing course shall not be placed on any travelled way from October 15'h and 27 through March 31st of the following year without written approval from the Engineer. 28 29 5- 04.3(22) Temporary Pavement 30 Section 5- 04.3(22) is added: 31 32 Temporary pavement is required to open areas to traffic during construction. These areas 33 include the voids created by the removal of existing traffic islands and curbing, paving over 34 excavated roadway and utility trenches to provide paved access to private properties, and 35 ramps for property access during cement concrete approach construction. Temporary 36 pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be 37 placed with a minimum thickness of 2 inches. All temporary paving shall be approved by 38 the Engineer before placement. Any areas of temporary pavement to be removed and 39 replaced shall be approved by the Engineer before placement. This work shall also include 40 the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 41 42 Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the 43 traveled way. Whether temporary or permanent, saw cut and treat edges with CSS -1 44 asphalt emulsion and apply a minimum 3 -inch pavement depth or match existing, 45 whichever is greater. Also, fill voids created by the removal of existing traffic Islands and 46 curbing, paving over excavated roadway to temporary access to adjacent properties, and 47 ramps for property access during concrete approach construction. r48 49 Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the 50 traveled way. The cold mix shall be approved by the Engineer and placed ' in a 2 -inch 51 minimum thickness. Placement of temporary pavement without prior approval of the City of Federal Way RFB # 14 -108 Lakota Middle School - Page 81 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 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 Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval -by the Engineer. This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 5 -04.4 Measurement (September 5, 2006 WSDOT GSP) Section 5 -04.4 is supplemented with the following: No specific unit of measurement will apply to the calculated item of asphalt cost price adjustment. 5 -04.5 Payment Section 5 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "HMA Cl. 1 /2" PG 64 -22 ; per ton. The contract bid prices above, including all incidental work shall be full compensation for all prime coat, tack coat, labor, materials, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and the Special Provisions. END OF DIVISION 5 City of Federal Way Lakota Middle School 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 82 RFB # 14 -108 2014 1 1 I I � I � I � 1 J fl 1 1 1 1 n 1 DIVISION 7 2 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND 3 CONDUITS 4 5 7 -05 Manholes, Inlets, Catch Basins, and Drywells 6 7 Adjustments and repair of manholes and catch basins shall be in accordance with Section 7 -05 8 of the Standard Specifications except as modified hereinafter. 9 10 7- 05.3(1) Adjusting Manholes, Catch Basins to Grade 11 Section 7- 05.3(1) is supplemented with the following: 12 13 (January 11, 2014 * * * * * *) 14 Manholes, valves, catch basins, and other structures shall not be adjusted to final grade 15 until the adjacent pavement is completed, at which time the center of each structure shall 16 be carefully relocated from references previously established by the Contractor. The 17 asphalt concrete pavement shall be removed to a neat circular shape for manholes and a 18 neat rectangular shape for catch basins in accordance with City Standard Drawing 3 -55. 19 The edge of the cut shall be 1.5 feet from the outside edge of the cast iron frame of the 20 structure. The base materials and crushed rock shall be removed. The manhole and catch 21 basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall 22 remain operational and accessible. Pavement shall be Commercial HMA placed in 23 accordance with City Standard Drawing 3 -55. The Contractor shall adjust the manholes and catch basins with pre -cast grade rings and mortar, or with rubber adjustment riser as required. Metal adjustment rings shall not be used. If more than three grade rings are required to adjust a manhole to final grade, including existing grade rings, the Contractor shall remove the existing cone section, install a pre -cast manhole section of sufficient height to limit the number of grade rings to a maximum of three, and reinstall the cone section prior to paving operations. Cover and grate frames shall be secured to structure permanently. The edges of the removed asphalt pavement and the outer edge of the reset frame shall be painted with asphalt for tack coat. Commercial Hot Mix Asphalt top course shall then be placed and properly compacted to finished grade. The Hot Mix Asphalt (HMA) top course shall meet the requirements of Section 5 -04 of the Standard Specifications. The joint between the patch and existing pavement shall, then be painted with asphalt for tack coat and immediately covered with dry paving sand before the asphalt for tack coat solidifies. 40 Junction boxes shall be adjusted to the final grade of surrounding finished surface. 41 Conduits and wiring entering the junction box shall be sufficiently exposed to allow the box 42 to be adjusted. 43 44 Adjustment of catch basins and junction boxes shall be incidental to other work completed 45 for the project. 46 47 7- 05.3(2) Abandon Existing Manholes 48 Section 7- 05.3(2) is supplemented with the following: 49 50 The requirements of this section shall also apply to abandoning existing catch basins. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 83 2014 13th Ave SW Sidewalk Connection RFB ver. 1 -08 1 Abandonment of existing catch basins shall be conducted in such a manner to prevent 2 damage to surrounding facilities including any existing storm drainage, sanitary sewer, 3 electrical conduits or other facilities to remain. All remaining facilities including storm 4 drainage, sanitary sewer and electrical conduits damaged due to the Contractors operations 5 shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost 6 to the Contracting Agency. 7 Backfilling of catch basins to be abandoned and replaced shall not be performed until the 8 new catch basin is installed in accordance with Section 7 -05 of the Standard Specifications 9 as modified by amendment or special provision. All labor and equipment required to backfill 10 the catch basins shall be considered incidental to the construction and installation of the 11 storm drain and catch basin. Backfilling of catch basins to be abandoned shall be done with 12 Gravel Borrow for Trench Backfill Incl. Haul and paid for per the unit contract price. 13 14 15 END OF DIVISION 7 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 84 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 1 F1 1 11 1 1 r� � I r, n � I � I 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 Erosion Control and Water Pollution Control 8 -01.3 Construction Requirements (January 11, 2014 * * * * * *) 8- 01.3(1)A Submittals Section 8- 01.3(1)A is supplemented with the following: Prior to beginning any concrete or grinding work, the Contractor shall submit a plan, for the Engineer's review and approval, outlining the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall Include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. 8 -01.4 Measurement Section 8 -01.4 is supplemented with the following: ( * * * * * *) Inlet Protection will be measured per each. 8 -01.5 Payment Section 8 -01.5 is supplemented with the following: ( * * * * * *) "ESC Lead ", per day. "Inlet Protection ", per each. "Erosion /Water Pollution Control ", per lump sum. All costs associated with the treatment of pH in high pH stormwater or dewatering water shall be included in the applicable concrete, grinding or sawcutting items of work. City of Federal Way Lakota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 85 RFB # 14-108 2014 1 8 -02 Roadside Restoration 2 3 8 -02.1 Description 4 ( * * * * *) 5 The first paragraph of Section 8 -02.1 is revised to read: 6 7 This work shall consist of furnishing and placing topsoil, seeding, mulch, trees and roadside 8 planting for property restoration, accordance with these Specifications and as shown in the 9 Plans or as directed by the Engineer. 10 11 All plant materials required by the Bid Documents shall be plant species including plant 12 establishment (PSIPE) per the Standard Specifications. 13 14 8 -02.3 Construction Requirements 15 16 8- 02.3(1) Responsibility During Construction 17 18 Section 8- 02.3(1) is supplemented with the following: 19 21 Landscape construction is anticipated to begin. after all curbs, sidewalks, wails, and 22 associated roadside work is completed. Landscape materials shall not be installed until 23 weather permits and installation has been authorized by the Engineer. If water restrictions 24 are anticipated or in force, planting of landscape materials may be delayed. 25 26 Throughout planting operations, the Contractor shall keep the premises clean, free of 27 excess soils, plants, and other materials, including refuse and debris, resulting from the 28 Contractor's work. At the end of each work day, and as each planting area is completed, it 29 shall be neatly dressed, and all surrounding walks and paved areas shall be cleaned to the 30 satisfaction of the Engineer. No flushing will be allowed. At the conclusion of work, the 31 Contractor shall remove surplus soils, materials, and debris from the construction site and 32 shall leave the project in a condition acceptable to the Engineer. 33 34 8- 02.3(4) Topsoil 35 Section 8- 02.3(4) is supplemented with the following: 36 37 ( * * * * * *) 38 Topsoil Type A shall conform to Section 9- 14.1(1) of these Special Provisions and shall be 39 supplied by a Contractor's supplied source, and as approved by the Engineer. 40 41 8- 02.3(5) Planting Area Preparation 42 Section 8- 02.3(5) is supplemented with the following: 43 44 45 Thoroughly scarify subgrade in tree, and seeded lawn areas to a minimum depth of six - 46 inches (6'J except within critical root zones of existing trees to remain, as noted on plans. 47 Scarified subgrade shall be inspected and approved by the Engineer prior to the placement 48 of topsoil. Remove all construction debris and rocks over two- inches (2'J in diameter prior 49 to placing topsoil. 50 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 86 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 I 1 1 1 1 � I rl � I � I I I 1 Upon approval of the subgrade, place topsoil type A in areas to be seeded as indicated on 2 the Plans. Topsoil Type A shall be used in any areas requiring additional soil to bring 3 subgrade up to grade, prior to the placement of required depth of topsoil A as noted on the 4 plans. 5 6 Topsoil A shall be installed to a minimum depth of 4 inches lightly compacted depth in all 7 seeded areas, unless otherwise not6ed on plans. 8 9 Lightly compact soil and establish a smooth and uniform finished grade to allow to surface 10 drainage and prevents ponding. 11 12 The areas shall be brought to a uniform grade, 1 inch or the specified depth of mulch, 13 below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. 14 15 The costs of removing all excess material and debris shall be considered inciidenW to and 16 included in the unit contract prices of other items in this contract. 17 18 Topsoil shall not be placed until the Engineer has approved the planting area subgrade. 19 20 8- 02.3(8) Planting 21 Section 8- 02.3(8) is supplemented with the following: 22 23 ( * * * * * *) 24 Topsoil Type A required to pit plant trees and bark mulch for topdressing, as specified on 25 the plans, shall be considered incidental to and included in the unit contract price of the 26 trees. 27 28 8- 02.3(10) Fertilizers 29 Section 8- 02.3(10) is supplemented with the following: 30 32 Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as specified 33 herein. All fertilizers shall be furnished in standard unopened containers with weight, name 34 of plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in 35 accordance with State and Federal law. 36 37 Seeded areas and trees shall be fertilized at a rate according to fertilizer manufacturer's 38 recommendations. 39 40 8- 02.3(17) Property Restoration 41 Section 8- 02.3(17) is a new section: 42 43 *� 44 Property restoration shall consist of placement of additional plant materials, sod, seed, bark 45 mulch, slope restoration behind sidewalks, quarrel spalls bed and other work not currently 46 identified on the plans, as directed by the Engineer. 47 48 The contractor is specifically reminded that any unnecessary damage caused by 49 construction activities will be repaired at the Contractor's expense. 50 City of Federal Way L,akota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 87 RFB # 14 -108 2014 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 Restore all disturbed areas to original condition or better. Grass areas shall be restored with hydro seed where directed. Removal of tree roots outside the limits of construction, as directed by the Engineer and under the supervision of a certified arborist, shall be paid for under "Property Restoration ". Topsoil shall be Type A and Bark Mulch shall be medium grade fir or hemlock. All materials shall conform to Sections 9 -14 Erosion Control and Roadside Planting and 9 -15 Irrigation System of the Standard Specifications. The force account provided for property restoration also includes any adjustments and or replacements of existing irrigation systems not covered under Section 8 -03 Irrigation System of the Special Provisions. This work shall also consist of modifying existing landscape lighting systems as may become necessary by these improvements. The Contractor is advised that protecting existing private irrigation and lighting systems form damage does not constitute a basis for claim or extra work. "Property Restoration" has been proved as a basis for modifications or improvements to private lighting systems and irrigation systems that may become necessary, but could not be foreseen prior to construction. 8 -02.4 Measurement The first paragraph of Section 8 -02.4 is revised as follows: (January 11, 2014 * * * * * *) Top Soil Type A will be measured by the cubic yard. Seeded Lawn Installation will be measured by the square yard. Property Restoration will be measured by force account. 8 -02.5 Payment Section 8 -02.5 is supplemented with the following: (January 11, 2014 * * * * * *) "Top Soil Type A", per cubic yard. "Sod Lawn Installation, per square yard. "Property Restoration" per force account. 8 -04 Curbs, Gutters, and Spillways (January 11, 2014 * * * * * *) 8 -04.3 Construction Requirements Section 8 -04.3 is supplemented with the following: ( * * * * *) The sub -base for curb and gutter sections shall be compacted to 95 percent density at or below optimum moisture content, as per Section 2- 03.3(14)D revised, before placing the curb and gutter. White - pigmented curing compounds will not be allowed. City of Federal Way Lakota Middle School - 13'' Ave SW Sidewalk Connection RFB ver. 1-08 Page 88 RFB # 14-108 2014 The top of he finished concrete shall not deviated more than one -eight (1/8') in ten feet (101 or the alignment one -fourth (1/4') in ten feet (10). Where shown on the Plans, the concrete curb will be ramped for driveway approaches as shown in the City Standard Plan Details. Where shown on the plans, the Contractor shall paint the curbs with 2 -coats of yellow paint. Paint and application shall conform to the Standard Specifications for traffic paint striping. 8- 04.3(3) Painting of Curbs Section 8- 04.3(3) is added with the following: When shown on the plans, concrete curbing shall be painted with two full coats of Paint formula No. H -2 -83 or H -3 -83 as shown on the plans or directed by the Engineer. The paint can be applied by brush or spray. 8 -04.4 Measurement Section 8 -04.4 is supplemented with the following: (January 11, 2014 * * * * * *) All cement conc. curb and gutter will be measured by the linear foot along the line and slope of the completed curb and gutter. Painting of curbs will not be measured and is considered incidental to the unit price of the type of curb. 8 -04.5 Payment Section 8 -04.5 is supplemented with the following: (January 11, 2014 * * * * * *) "Cement Conc. Curb and Gutter", per linear foot. 8 -06 Cement Concrete Driveway Entrances 8 -06.3 Construction Requirements Section 8 -06.3 is supplemented with the following: (January 11, 2014 * * * * * *) Section 1 -07 of these Special Provisions describes the restrictions to driveway closures and construction that will be in place for this contract. To meet these requirements, the Contractor may use a quick setting concrete. The Engineer shall approve the quick-setting mix prior to use. Driveway entrances shall be constructed per City of Federal Way Standard Details 8 -06.5 Payment Section 8 -06.5 is supplemented with the following: ( * * * * * *) City of Federal Way RFB # 14 -108 Lakota Middle School - Page 89 2014 13'b Ave SW Sidewalk Connection RFB ver. 1 -08 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 "Cement Conc. Residential Driveway Entrance 3 -Day ", per square yard. "Cement Conc. Residential Driveway Transition 3-Day" per square yard. If the Contractor chooses to use a quick - setting concrete mix to meet the requirements of Section 1 -07, it will be measured per the square yard and paid for as Cement Conc. Driveway Entrance 3 -Day. Any additional costs to use such mix shall be incidental to the bid item for Cement Conc. Driveway Entrance 3- Dad(,, and no additional payment will be made. 8 -14 Cement Concrete Sidewalks 8 -14.3 Construction Requirements Section 8 -14.3 is supplemented with the following: (March 4, 2014 * * * * * *) The Contractor shall request a pre - meeting with the Engineer to be held 2 to 5 working days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access routes to discuss construction requirements. Those attending shall include: 1. The Prime Contractor and Subcontractor in charge of constructing forms, and placing, and finishing the cement concrete. 2. Project Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramps or pedestrian access route work. Items to be discussed in this meeting shall include, at a minimum, the following: 1. Slopes shown on the Plans. 2. Inspection 3. Traffic control 4. Pedestrian control, access routes and delineation S. Accommodating utilities 6. Form work 8 -14.4 Measurement Section 8 -14.4 is supplemented with the following: ( * * * * * *) Cement concrete sidewalks and driveway approaches will be measured by the square yard of finished surface. 8 -14.5 Payment Section 8 -14.5 is supplemented with the following: ( * * * * * *) "Cement Concrete Sidewalk ", per square yard. 8 -20 Illumination, Traffic Signal Systems, and Electrical 8 -20.1 Description Section 8 -20.1 is replaced with the following: City of Federal Way Lakota Middle School - 13" Ave SW Sidewalk Connection RFB ver. 1 -08 Page 90 RFB # 14-108 2014 1 1 1 1 7 Lj 2 Work includes furnishing and installing all materials necessary to provide: 3 1. A fully functional school crossing Rectangular Rapid Flashing Beacon (RRFB) signal 4 system on the east side of 13th Ave SW (south of SW 314' St). 5 2. A fully functional illumination system along 13th Ave SW. 6 7 All work shall be performed as shown in the Plans in accordance with applicable Standard 8 Specifications and Standard Plans included herein and the following Special Provisions. 9 Work shall include the supply, testing, and installation of all traffic signal hardware 10 including the interface system, and when specified, the modification of such an existing 11 system. 12 13 The work involves, but shall not be limited to, the following: 14 1. Luminaires, pole and foundations. 15 2. ]unction box 16 3. Conduit and wire 17 18 Work shall include the supply, testing and installation of all traffic signal hardware including 19 the communication cable and interface system. 20 21 8- 20.1(1) Regulations and Code 22 The first and second sentences of the first paragraph are deleted and replaced with the 23 following: 24 25 (March 13, 2012 * * * * * *) 26 All electrical equipment shall conform to the standards of the National Electrical 27 Manufacturers Association (NEMA), FHWA IP -78 -16 and the Radio Manufacturers 28 Association. Traffic signal control equipment shall conform to the Contract and these 29 Standard Specifications: EIA Electronics Industries Alliance, Institute of Electrical and 30 Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the 31 American Association of State Highway and Transportation Officials (AASHTO), the American 32 National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the 33 International Municipal Signal Association (IMSA), whichever is applicable, and to other 34 codes listed herein. 35 36 Section 8- 20.1(1) is supplemented with the following: 37 38 (March 13, 2012 * * * * * *) 39 Where applicable, materials shall conform to the latest requirements of the Washington 40 State Department of Labor and Industries and Puget Sound Energy. 41 42 8- 20.1(2) Industry Codes and Standards 43 44 (March 13, 2012 * * * * * *) 45 The following is added at the end of the first paragraph of this section: 46 47 National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office 48 Box 1331445 Hoes Lane, Piscataway, N7 08855 -1331. 49 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 91 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 1 8 -20.2 Materials 2 Section 8 -20.2 is supplemented with the following: 3 4 (March 13, 2012 * * * * * *) 5 Control density fill shall meet the requirements of Washington Aggregates and Concrete 6 Association. 7 8 Crushed surfacing top course and crushed surfacing base course shall meet the 9 requirements of Section 9- 03.9(3) of the Standard Specifications. 10 11 Bedding material shall consist of 5/8 -inch minus crushed rock free of any deleterious 12 substances (Section 9- 03.1(5)A of the Standard Specifications). t 13 14 Requirements for signal equipment and materials are contained in Section 9 -29 of the 15 Standard Specifications and Section 9 -29 of these Specifications. 16 17 8- 20.2(1) Equipment List and Drawings , 18 The first paragraph is deleted and replaced with the following: 19 20 (January 26, 2012 * * * * * *) 21 Within one (1) week following the pre- construction conference, the Contractor shall submit 22 to the Engineer a completed "Request for Approval of Materials" that describes the material 23 proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information 24 shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction 25 boxes, and all other items to be used on the project. Approvals by the Engineer must be 26 27 received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. 28 29 30 The following is added at the end of this section: 31 ( * * * * *) 32 Pole base to light source distances (1-11) for lighting standards with pre- approved plans 33 shall be as noted in the Plans. 34 35 Pole base to light sources distances (1-11) for lighting standards without pre- approved 36 plans will be furnished by the Engineer as part of the final approved shop drawings, 37 prior to fabrication. 38 39 Pole base to light source distances (H1) for lighting standards with pre- approved plans 40 will be determined or verified by the Engineer at the request of the Contractor prior to 41 fabrication. 42 43 Pole base to light source distances (1­11) for lighting standard without pre- approved plans 44 and for combination traffic signal and lighting standards will be furnished by the 45 Engineer as part of the f9nal approved shop drawings prior to fabrication. 46 47 8 -20.3 Construction Requirements 48 49 8- 20.3(1) General 50 Section 8- 20.3(1) is supplemented with the following: 51 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 92 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 C 1 1 11 J r 1 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the se4rvice cabinet, is energized within 72 hours of installation. 8- 20.3(2) Excavating and Backfilling Section 8- 20.3(2) is supplemented with the following: (January 8, 2013 * * * * * *) The Contractor shall supply all trenching necessary for the complete and proper installation of the traffic signal system modifications. Trenching shall conform to the following: 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA CI 1/2" PG 58 -22, or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or approved equal immediately before resurfacing, applied to the enure edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9- 04.2. 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and driveways shall be installed to conform with the City of Federal Way Luminaire Electrical Trench Detail. Such trenches shall be backfilled with bedding material two inches (211) above and below the conduit, with the remaining depth of trench backfilled with native material. If the Engineer determines that the native material is unsuitable, Gravel Borrow shall be used. Sidewalks and driveways shall be removed and replaced as specified. 4. Trenches for Schedule 40 PVC conduits to be located within the right -of -way and outside the traveled way shall have a minimum of twenty -four inches (2411) cover over conduits. Such trenches shall be backfilled with bedding material two inches (211) above and below the conduit, with the remaining depth of trench backfilled with bank run gravel unless the Engineer determines that spoils from the trench excavation are suitable for backfill. S. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and /or sod if necessary to restore the trench area to its prior condition. 6. Contractor shall use joint trench where possible. City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 93 RFB # 14-108 2014 1 Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit 2 in any way. The backfill shall be thoroughly mechanically tamped in eight -inch (8 ") layers 3 with each layer compacted to ninety -five percent (95 %) of maximum density in traveled 4 ways, and ninety percent (90 %) of maximum density elsewhere at optimum soil moisture 5 content. 6 7 Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. 8 Bedding material shall conform to Section 2.01 of the Standard Specifications. 9 10 All trenches shall be properly signed and /or barricaded to prevent injury to the public. All 11 traffic control devices to be installed or maintained in accordance with Part VI of the Manual 12 on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified 13 elsewhere in these Specifications. 14 15 All conduits installed by boring shall use a surface launched steerable drilling tool. Drilling shall 16 be accomplished using a high - pressure fluid jet toolhead. The drilling fluid shall be used to 17 maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between 18 the conduit and tunnel. A guidance system which measures the depth, lateral position, and roll 19 shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold is 20 established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall 21 not exceed 1.5 times the diameter of the conduit being installed. Conduit which is being pulled 22 into the tunnel shall be protected and supported so that it moves freely and is not damaged 23 during installation. Excess drilling fluid and spoils shall be disposed of off -site at a legal disposal 24 site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of 25 formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid 26 that surfaces through fracturing shall be cleaned up immediately.. Mobile spoils removal 27 equipment capable of quickly removing spoils from entry or exit pits and areas with returns 28 caused by fracturing shall be used as necessary during drilling operations. 29 30 8- 20.3(4) Foundations 31 Section 8- 20.3(4) is supplemented with the following: 32 33 (December 18, 2009 * * * * * *) 34 The foundation for the controller and service cabinets shall conform to the detail on the 35 Plans. Conduits shall be centered horizontally except service conduit, which shall be placed 36 at the side of the power panel. 37 38 Pole foundations within the sidewalk area shall be constructed in a single pour to the 39 bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate 40 pour. 41 42 Pole foundations not within the sidewalk area shall incorporate a 3 -foot by 3 -foot by 4 -inch- 43 thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a 44 sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the 45 sidewalk. A construction joint shall be provided between the two units. 46 47 8- 20.3(5) Conduit 48 Section 8- 20.3(5) is supplemented with the following: 49 . 50 (March 16, 2011 * * * * * *) City of Federal Way RFB # 14 -108 Lakota Middle School - Page 94 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 1 All conduits for signal cable, illumination circuits, and interconnect systems under roadways 2 and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). 3 Schedule 40 PVC may be used when not under the roadway or driveways. 4 5 All conduits shall have a minimum buried depth of twenty -four inches (2411). PVC conduct 6 ends shall have bell end PVC bushings. 7 8 All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized_ 9 steel or Schedule 80 polyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall 10 be used for all road crossings whether they are signal, detector or illumination cable. 11 Schedule 40 PVC conduits may be used for detector lead -ins or illumination. Whenever PVC 12 conduit is used a ground wire shall be provided. 13 14 All conduit trenches shall be straight and as narrow in width as is practical to provide a 15 minimum of pavement disturbance. 16 17 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall 18 be equipped with weather heads. 19 20 Conduit for the service wires between the Puget Sound Energy pole and the service panel 21 and all above ground conduit shall be hot -dip galvanized rigid steel. 22 23 All conduits shall be clearly labeled at each junction box, handhole, vault or other utility 24 appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a 25 unique conduit number or color. The owner name shall be approved by the Engineer prior to 26 starting work. The recommended owner /type abbreviations are: 27 28 PSE — Puget Sound Energy 29 QWEST — Qwest. 30 COMCAST(AT &T) /C — Cable 31 COMCAST(AT &T) /F — Fiber 32 SIC — City Signal Interconnect 33 City Spare — City spares 34 Cobra — COBRA luminaire system 35 36 Section 8- 20.3(5) is supplemented with the following: 37 38 (August 10, 2009 WSDOT NWR) 39 Conduit Seal, Detectable Tape and Location Wire 40 Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering 41 ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an 42 approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs 43 shall conform to the manufacturer's recommendations. Upon installation of wiring at other 44 locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare 45 conduit shall be plugged. 46 47 A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. 48 49 Detectable underground warning tape shall be placed 12- inches above all innerduct installed 50 in trenches. 51 City of Federal Way RFB # 14-108 Lakota Middle School - Page 95 2014 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 I Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all 2 innerduct installed in trenches. The location wire shall be placed directly above the conduit 3 containing innerduct in single conduit installations or between the conduits containing 4 innerduct in multiple conduit installations. 5 6 Location wire routed into pull boxes or cable vaults shall be attached to the "C channel or 7 the cover hinge bracket with stainless steel bolts and straps. A 1 -foot loop of locate wire 8 shall be provided above the channel as shown in the Plans. 9 10 (October 16, 2006 WSDOT NWR) 11 Boring 12 In addition to the requirements for boring with casing, the Contractor shall submit to the 13. Engineer for approval a pit plan and a proposed method of boring that includes, but is not 14 limited to, the following: 15 1) A pit plan depicting: 16 a) Protection of traffic and pedestrians. 17 b) The dimension of the pit. 18 c) Shoring, bracing, struts, walers or sheet piles. 19 d) Type of casing. 20 21 2) The proposed method of boring, including: 22 a) The boring system. 23 b) The support system. 24 c) The support system under and at the bottom of the pit. 25 26 The shoring and boring pit plan shall be prepared by and bear the seal and signature of a 27 Washington State licensed Professional Civil Engineer. 28 29 Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious 30 contaminants. 31 32 Commercial concrete meeting the requirements of Section 6- 02.3(2)6 may be used to seal 33 the casing. 34 35 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes 36 Section 8- 20.3(6) is supplemented with the following: 37 38 (March 13, 2012 * * * * * *) 39 Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable 40 vaults and pull boxes shall not be placed within the traveled way or shoulders. 41 42 All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved 43 shoulders shall be heavy -duty. 44 45 )unction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, 46 or interfere with any other previous or relocated installation. The lid of the junction box shall 47 be flush with the surrounding area and be adequately supported by abutting pavements or 48 soils. 49 City of Federal Way RFB # 14-108 Lakota Middle School - Page 96 2014 13'b Ave SW Sidewalk Comiection RFB ver. 1 -08 1 Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have 2 slip resistant lids which meet the requirements of Americans with Disabilities Act (ADA) and 3 Public Right -of -Way Accessibility Guideline (PROWAG). Approved products are: 4 1.) Mebacl (their most aggressive surface) manufactured by IKG Industries 5 2.) SIIpNOT Grade 3- coarse manufactured by W.S. Molnar Company. 6 7 Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have 8 a proven track record of outdoor application which lasts for at least 10 years. 9 10 Wiring shall not be pulled into any conduit until all associated junction boxes have been 11 adjusted to, or installed in, their final grade and location, unless installation is necessary to 12 maintain system operation. If wire is installed for this reason, sufficient slack shall be left to 13 allow for future adjustment. 14 15 Adjustments involving raising or lowering the junction boxes shall require conduit 16 modification if the resultant clearance between top of conduit and the junction box lid 17 becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length 18 if sufficient slack as specified in Section 8- 20.3(8) is not maintained. No splicing will be. 19 permitted. 20 21 Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J- 40.10- 22 01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan 3- 40.30 -01. 23 Junction boxes shall be inscribed based upon system per WSDOT Standard Plan 3- 40.30.01. 24 Junction box lids and frames shall be grounded per Section 8- 20.3(9). 25 26 Junction boxes shall be located at the station and offset indicated on the Plans except that 27 field adjustments may be made at the time of construction by the Engineer to better fit 28 existing field conditions. 29 30 Junction boxes for copper and /or fiber signal interconnect shall be placed at a maximum 31 interval of 300 feet and shall be inscribed with "TS" as described on WSDOT Standard Plan 32 3- 40.30 -01. 33 34 Heavy -duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in 35 accordance with the following: 36 1. Excavation and backfill shall be in accordance with Section 2 -09. Excavation for - 37 junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the 38 clear between their outer surface and the earth bank. 39 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6 -inch layer of 40 crushed surfacing top course, in accordance with 9- 03.9(3), placed on a compacted 41 or undisturbed foundation. The crushed surfacing shall be compacted in accordance 42 with Section 2- 09.3(1)E. 43 3. After installation, the lid /cover shall be kept bolted down during periods when work is 44 not actively in progress at the junction box, cable vault or pull box. 45 4. Before closing the lid /cover, the lid /cover and the frame /ring shall be thoroughly 46 brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or 47 other foreign matter between the bearing surfaces. 48 S. When the lid /cover is closed for the final time, a liberal coating of ant137 seize 49 compound shall be applied to the bolts and nuts and the lid shall be securely 50 tightened. City of Federal Way RFB # 14 -108 Lakota Middle School - Page 97 2014 13`b Ave SW Sidewalk Connection RFB ver. 1 -08 1 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, which is nearest to adjacent shoulder. Hinges shall allow the lid to open 180 degrees. 8- 20.3(8) Wiring Section 8- 20.3(8) is modified as follows: (March 6, 2012 * * * * * *) The following is inserted between the 3d and a paragraph oft is section: Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 3 -M 06147 or equal, leaving 3 feet of loose wire. Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed around the wire. The end of the lead -in cables shall have the sheathi g removed 8 inches and shall be dressed external to the splice. City of Federal Way Lakota Middle School - 13t° Ave SW Sidewalk Connection RFB ver. 1 -08 Page 98 RFB # 14 -108 2014 1 I � I � 1 1 The 14th paragraph, items 1-4, of this section are deleted and replaced with the following: I d I I E I I I LI I I H I I 2 3 Field Wiring Chart (IMSA Standards) 501 +Input 508 AC+Detectors 502 AC- - 509 AC+ 12 Volts 503 AC+Lights 510 Remote-Flash 504 AC+Ughts 511 Remote-All Red 505 AC+Lights 512-520 Special 506 AC+Control 551-562 Interconnect 507 AC+Cro sswalk 593-598 Rail Road Preemption 5 585 1-I&I L City of Federal Way Lakota Middle School - 13'` Ave SW Sidewalk Connection RFB ver. 1-08 Page 99 RFB # 14-108 2014 Phases 1 2 3 4 5 6 7 8 A 6 �Emerslqpcy .......... Orange 581 584 587 590 Vehicle Vehicle Yellow (Call) 582 585 591 ........... on Blue (B 583 586 589 592 Vehicle Red 611 621 ...... 631 ................... 641 .. . .............. . ....... 651 661 - .1 1 671 .................... 681 — 691 601 Heads -Red PFqQgq 612 622 632 642 652 662 672 682 692 602 Green 613 623 633 643 653 663 673 683 693 603 ...................................................................... Black Black 614 624 634 644 654 664.........674 684 694 604 _ ........................... White 616 626 636 646 656 666 676 686 696 606 .................................................... I __ �Mmq 9)– . . . . . . ..................... ............. . ....... ... ......... Pedestrian Red (Hand) 711 721 731 741 751 761 771 781 791 701._. Heads and Green 712 722 732 742 752 762 772 782 792 702 PPB ...................... White (Common 716 726 736 746 756 766 776 786 796 706 _for ..!ights.) I ............................. ..................... . ........... s ....... . . . . .............. . Orange 714 724 734 744 754 764 774 784 794 704 _( Push -W ................ . . . . . .............. . ...... . . ..................... .. . . ...................... Black (Common 715 725 735 745 755 764 775 785 795 705 ......................... .................. for Push buttoni . . . . . . . . .................... . .................... Vehicle 811 821 831 841 851 861 871 881 891 801 Detectors Loop 812 822 832 842 852 862 872 882 892 802 Opp 2 ........................................... 813 823__- 833- 843 853 863 873 883 893 803 814 824 834 844 854 864 874 884 894 804 815 825 835 845 855 865 875 885 895 805 Lqqp. 3 816 826. - - -- 836..._ 846 856 _..866....._876_.. 886 896 806 Loop 4 ................................................... 817 827 837 847 857 867 877 887 897 807 .................... * ............... Loop 4 818 828 838 848 858 868 878 888 898 808..._ Vehicle 911 921 931 941 951 961 971 981 991 901 Detectors/ 912 922 932 942 952 962 972 982 992__902 Count Loops Loop 2 913 923 933 943 953 963 973 983 993 903 914 924_.._934..... 944 954 964 974 984Y 994 904 915 925 935 945 955 965 975 985 995 905 _905.._... 916 926 936 946 956 966 976 986 996 906_ 917 927 937 947 957 967 977 987 997 907 Loop 4 918 928 938 948 958 968 978 988 998___908__ 1-I&I L City of Federal Way Lakota Middle School - 13'` Ave SW Sidewalk Connection RFB ver. 1-08 Page 99 RFB # 14-108 2014 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 Section 8- 20.3(8) is supplemented with the following: (March 6, 2012 * * * * * *) All signal cable shall be consistent with Section 9 -29.3 of end of every conductor at each wire termination, splice, i PVC wire marking sleeve bearing as its legend the circut schematic drawing. Where terminal strips are used a: conductors, the terminal strips shall also bear the circuit nu he Standard Specifications. The nnector or device, shall have a ' number indicated in the wiring a connecting device between Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being', connected to the appropriate terminal. Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and bracket cable. Section 8- 20.3(8) is supplemented with the following: (April 14, 2003 WSDOT NWR) Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination land power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm. ". (March 13, 1995 WSDOT NWR) Wire Splices All splices shall be made in the presence of the Engineer. 8- 20.3(9) Bonding and Grounding Section 8- 20.3(9) is supplemented with the following: (March 13, 2012 * * * * * *) At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. ]unction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box.' All conduits which are not galvanized steel shall have bonding wires between junction boxes. Ground rods shall be copper clad steel, 3/4 -inch in diameter by 10 -feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Section 8- 20.3(9) is supplemented with the following: City of Federal Way RFB # 14 -108 Lakota Middle School - Page 100 2014 13" Ave SW Sidewalk Connection RFB ver. 1 -08 1 n 1 1 2 (August 21, 2006 WSDOT NWR) 3 Junction Box Grounding 4 Where shown in the Plans or where designated by the Engineer, the metal frame and lid of 5 existing junction boxes shall be grounded to the existing equipment grounding system. The 6 existing equipment grounding system shall be derived from the service serving the raceway 7 system of which the existing junction box is a part. 8 9 8- 20.3(17) "As Built" Plans 10 Section 8- 21.3(17) is deleted and replaced with the following: 11 __ 12 (December 18, 2009 * * * * * *) 13 Upon completion of the project, the Contractor shall furnish an "as- built" drawing of the 14 intersection showing all signal heads, pole locations, detectors, junction boxes, Illumination 15 system showing luminaire locations, miscellaneous equipment, conductors, cable wires up to 16 the signal controller cabinet, and with a special symbol identifying those Items that have 17 been changed from the original contract drawings. All items shall be located to within one 18 foot (11) horizontally and six inches (611) vertically above or below the finished surface grade. 19 20 8 -20.4 Measurement 21 Section 8 -20.4 is modified as follows: 22 23 Paragraphs two, three and four are deleted and replaced with the following: 24 25 (January 8, 2013 * * * * * *) 26 "Rectangular Rapid Flashing Beacon Sign Assembly, Complete" shall be measured per lump 27 sum for the total of all items to be furnished and installed for a complete operational 28 system. 29 30 8 -20.5 Payment 31 Section 8 -20.5 is deleted and replaced with the following: 32 33 (December 17, 2012 * * * * * *) 34 sayment will be made for the following bid items on a lump sum basis. Each item shall 35 provide for a complete and operational system. 36 37 "Rectangular Rapid Flashing Beacon Sign Assembly, Complete ", per lump sum. 38 39 Adjustment of junction boxes shall be incidental and included in the bid items included in 40 this section and no additional compensation will be made. 41 42 The lump sum price for "Rectangular Rapid Flashing Beacon Sign Assembly, Complete shall 43 be full pay for furnishing all labor, equipment, materials and supplies necessary or incidental 44 to the construction to complete the work as specified. This includes and is not limited to all 45 excavation, backfilling, concrete foundations, all conduit, junction boxes, wiring, restoring 46 facilities destroyed or damaged during construction, salvaging existing materials, 47 controller /communications equipment, and testing. 48 City of Federal Way L,akota Middle School - 13* Ave SW Sidewalk Connection RFB ver. 1 -08 Page 101 RFB # 14-108 2014 SECTION 8 -21, PERMANENT SIGNING 8 -21.1 Description Replace Section 8 -21.1 with the following: This work shall consist of furnishing and installing permanent signing, sign removal, sign relocation, and the project sign installation and removal, in accordance with the Plans, these Specifications, the Standard Plans, MUTCD, and the City of Federal Way Standard Details at the locations shown in the Plans or where desi nated by the Engineer. Signs to be removed as shown on the Plans, shall be returned to tht Owner. 12 8 -21.2 Materials 13 Sentence three is deleted and replaced with the following: 14 15 Materials for sign mounting shall conform to Section 9- 28.11. 8 -21.3 Construction Requirements 8- 21.3(2) Placement of Signs Section 8- 21.3(2) is supplemented with the following: The City of Federal Way, 253 - 835 -2744, shall be contacted within 2 working days of completion of the permanent signing installation to inspect, inventory, and log all new and relocated signs. Other Signs: Refer to the currently adopted version of i the Manual on Uniform Traffic Control Devices (MUTCD) with Washington State Supplements. 8- 21.3(5) Sign Relocation Section 8- 21.3(5) is supplemented with the following: King County METRO and /or Pierce Transit personnel will remove and reinstall all existing bus stop signs and supports within the project limits. The Con #ractor shall contact King County METRO at 206 -684 -2732 or Pierce Transit at 253 - 581 -8130 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the record of communication shall be forwarded to the City of Federal Way. 8 -21.4 Measurement Section 8 -21.4 is supplemented the following: Permanent signing will be measured per lump sum for the total of all items for complete signage to be furnished and installed. Measurement will be for the sum total of all items including labor, materials,, tools, and equipment necessary to the furnishing and installing permanent signing, sign removal, and sign relocation. 8 -21.5 Payment Section 8 -21.5 is supplemented the following: Payment will also be made under the following: "Permanent Signing ", per lump sum. City of Federal way RFB # 14-108 Lakota Middle School - Page 102 2014 13th Ave SW Sidewalk Connection RFB ver. 1-08 1 The lump sum bid price in the Proposal will be full compensation for the costs of all labor, 2 tools, equipment, and materials necessary or incidental to installing, relocating, and /or 3 removing all types of signs as shown on the plans and returning to the Owner. 4 ' 5 8 -31 RESOLUTION OF UTILITY CONFLICTS 6 Section 8 -31 is a new section: 7 8 8 -31.1 Description 9 This work involves the identification and resolution of utility conflicts not identified in the plans 10 between proposed improvements and existing utilities. The Contracting Agency will pay these 11 costs by force account if the work proves to be acceptable and the Contractor had performed 12 the work with the authority of and due notice to the Engineer. 13 8 -31.3 Construction Requirements 14 The contracting agency may direct the Contractor to pothole existing utilities to verify the field 15 location and depth. Potholing shall include excavation and backfilling of the existing utility, 16 identification of the-pipe or line size, material type and condition and the survey work to locate 17 the facility horizontally and vertically. Survey information to be obtained shall include station 18 and offset to center of utility and elevation at top of utility. Stations, offsets and elevations 19 shall be to the nearest 0.1 foot unless greater accuracy is required. Potholes shall be backfilled r20 with CSTC compacted to 95 %, or with CDF, as directed by the Engineer. In areas subject to 21 public traffic, the HMA patch shall match the depth of the surrounding pavement. 22 In the event that a conflict arises between the proposed improvements and an existing utility, 23 the Resolution of Utility Conflicts item will compensate the Contractor for standby time and ' 24 additional work in the following manner: 25 .1. .Standby time resulting from existing utility conflicts 26 a) Standby time is defined as time the Contractor is unable to proceed with progression of 27 a specific work item (i.e. storm drainage, underground utility installation etc.) due to 28 conflicts with existing facilities. However, payment for standby time shall be limited to: 29 (1) For each agreed upon conflict, a maximum of four (4) hours of standby time will be 30 paid for actual delay of labor and equipment due to a utility conflict. The 31 Contractor shall be responsible to adjust his work schedule and /or reassign his 32 work forces and equipment to other areas of work to minimize standby time. , '33 (2) If the conflict is resolved within one (1) hour of notification to the Engineer, no 34 standby time will be paid. 35 2. Additional work required to resolve utility conflicts will be paid for at the bid unit prices for 36 the associated work. Work that can be measured and paid for at the unit contract prices shall 37 not be identified as force account work. This work includes but is not limited to: Page 103 RFB # 14-108 2014 City of Federal Way Lakota Middle School - 13'h Ave SW Sidewalk Connection ' RFB ver. 1 -08 Page 103 RFB # 14-108 2014 1 1 (1) Storm drainage manhole, pipe, vault, and conduit realignments of line and /or 2 grade for the storm drain and undergrounding of overhead utilities, to avoid existing ' 3 utility conflicts. 4 (2) Additional storm drainage manholes, pipe, vaults, and conduit required by a 5 change in alignment, and /or grade, not exceeding the limits set in section 1 -04.4 of , 6 the Standard Specifications. 7 8 -31.5 Payment , 8 Payment will be made in accordance with Section 1 -04.1 for the following bid items when 9 included in the proposal: 1 10 "Potholing ", will be paid by force account as provided in Section 1 -09.6. 11 "Resolution of Utility Conflicts ", will be paid by force account as provided in Section 1 -09.6. 12 All costs for resolving utility conflicts and potholing will be paid for by force account in , 13 accordance with section 1 -09:6. To provide a common proposal for all bidders, the Contracting 14 Agency has estimated the amount for "Resolution of Utility Conflicts" and "Potholing" and 15 entered the amounts in the proposal to become a part of the total bid by the Contractor. Utility 16 conflicts due to the Contractor's actions or operations shall be resolved by the Contractor at no 17 expense to the Contracting Agency. 18 END OF DIVISION 8 19 ' I 'City of Federal Way RFB # 14-108 Lakota Middle School - Page 104 2014 13`h Ave SW Sidewalk Connection ' RFB ver. 1-08 1 1 I 9-1 1 2 3 4 5 6 7 8 DIVISION 9 MATERIALS 9 -03 AGGREGATES Section 9 -03 is supplemented by the following: 9 -03.12 Gravel Backfill 10 9- 03.12(6) Pit Run Sand 11 Section 9- 03.12(6) is a new section: 12 Sieve Size Percent Passina 13 3/8" square 100 14 U.S. No. 4 90 15 Sand Equivalent 30 minimum 16 17 9- 03.14(3) Common Borrow 18 Section 9- 03.14(3) is modified with the following requirements: 20 Material from on -site excavations meeting the requirements for Common Borrow shall be 21 used to the extent practicable. Material for common borrow shall consist of granular soil 22 and /or aggregate which is free of trash, wood, debris, and other deleterious material. 23 Common Borrow material shall be at the proper moisture content for compaction. This 24 material is generally moisture sensitive. The natural moisture content shall range from not 25 more than 1 percent wet of optimum to not more than 3 percent dry of optimum as 26 determined in accordance with Section 2- 03.3(14)D. The material shall not pump or yield 27 under the weight of compaction equipment and construction traffic. The Contractor Is 28 responsible for protecting the material from excess moisture wherever /whenever possible. 29 To the extent practicable, this material should be handled only during non -rainy periods 30 and should be removed, hauled, placed, and compacted into final embankments without 31 intermediate handling or stockpiling. Surfaces should be graded and sloped to drain and 32 should not be left uncompacted. 33 Common Borrow shall meet the following gradation limits: 34 Sieve Size Percent Passing (by weight) 35 6" square i 100 36 4" square 90-100 37 2" square 75-100 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 105 2014 1P Ave SW Sidewalk Connection RFB ver. 1 -08 1 U.S. No. 4 50-80 2 U.S. No. 40 50 max. 3 U.S. No 200 25 max. 4 1 For geosynthetic reinforced walls or slopes, 100percent passing 11/4 -inch square 5 sieve and 90 to 100 percent passing the 1 -inch square sieve. 6 Common Borrow shall contain sufficient fines for compaction and to bind the compacted 7 soil mass together to form a stable surface when heavy construction equipment is operated 8 on its surface. 9 9 -14 EROSION CONTROL AND ROADSIDE PLANTING 10 Section 9 -14 is supplemented by the following: 11 12 9- 14.1(1) Topsoil Type A 13 14 Section 9- 14.1(1) is supplemented with the following: 15 17 The topsoil shall be Three Way Soil Mix by Red -E Topsoil,. Cedar Grove Composting, 18 Topsoils Northwest or approved equal. To be equal to these sources, source should be 19 commerciaM operation with expertise in production of topsoil, an established method of 20 screening materials to verify no pollutant contamination and that all materials are 21 biodegradable, and produce a product that is equal in quality to the sources listed. A 22 quality topsoil product is at a minimum a loam soil with fine compost amendments, rich in 23 nutrients, free draining, and weed free. 24 Refer to Section 9- 14.4(8) C m o of the Standard Specifications for compost 25 requirements. No fresh sawdust or other fresh wood by- products shall be added to extend 26 the volume after the composting process. 27 Chemical and physical characteristic of Topsoil Type A shall comply with the following: 28 �*] 30 31 32 33 34 35 36 37 Size 3/8" No. 20 No. 60 No. 270 Sieve ASTM ASTM ASTM ASTM Percent Passing 100 77 -100 0 -23 0 -10 The Contractor shall provide a complete analysis of Topsoil Type A with one cubic foot sample for review and approval. 9 -14.2 Seed Section 9 -14.2 is supplemented with the following: Seeded lawn shall be a mix of: 70% Perennial Ryegrass City of Federal Way Lakota Middle School - 13`h Ave SW Sidewalk Connection RFB ver. 1 -08 Page 106 RFB # 14 -108 2014 1 n C 1 I - 1 1 15% Creeping Red Fescue 2 15% Chewings Fescue 3 Seed shall be certified 98% weed free with a minimum germination of 90 %. Seed shall be 4 applied at a rate of 2lbs per 1000 square feet. 5 6 9 -14.3 Fertilizer 7 (December 23, 2002) 8 Section 9 -14.3 is supplemented with the following: ' 9 10 Sufficient quantities of fertilizer shall be applied to supply the following application rates. of 11 nutrients. The nitrogen applied shall be derived from isobutylidene diurea (IBDU), cyclo -di -urea 12 (CDU), or a time release, polyurethane coated source with a minimum release time of 6 13 months. The remainder may be derived from any source. 14 15 Trees and shrubs shall be fertilized with the following materials at the prescribed rates: 16 Calcium. Nitrate 176 pounds per acre 17 Calcium Carbonate 1320 pounds per acre 18 Dolomite Limestone 1320 pounds per acre 19 20 Tackifier shall be applied at the following rates: 21 Slopes 2 horizontal to.1 vertical and flatter 40 pounds per acre 22 Slopes steeper than 2 horizontal to 1 vertical 80 pounds per acre 23 Ravelling or highly erosive steep slopes 120 pounds per acre 24 Fertilizer for Bioswale Seeding shall be commercially available organic slow release nitrogen 25 fertilizer, with insoluble phospahet and /or 0% soluble phosphate. Top dress seeded areas at the 26 rate recommended by the manufacturer for seeded lawns. Submit manufacturer's certification 27 and catalog cuts for approval. 28 9 -28 SIGNING MATERIALS AND FABRICATION 29 30 9 -28.1 General 31 Paragraph three is deleted and replaced with the following: 32 33 All regulatory (R series), school (S series), and warning (W and X series) signs, except for 34 parking regulation and parking prohibition signing, shall be constructed with Encapsulated 35 Lens Reflective Sheeting in accordance with Section 9 -28.8 of the Standard Specifications.. 36 This sheeting has a retro reflection rating of 250 candelas /foot candle /square foot for 37 white- silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of 38 minus 4 degrees. This high intensity sheeting shall be Type III sheeting or greater. All., 39 street name (D -3) sign sheeting shall meet this specification. 40 41 All overhead signing shall meet the specifications of Prismatic Lens Reflective Sheeting: 42 This sheeting has a minimum retro reflection rating of 800 candelas /foot candle /square 43 foot for white - silver sheeting with a divergence angle of 0.2 degrees and an incidence City of Federal Way Lakota Middle School - 130` Ave SW Sidewalk Connection RFB ver. 1 -08 Page 107 RFB # 14-108 2014 1 angle of minus 4 degrees. This diamond grade sheeting shall be Type IX sheeting or 2 greater. This standard applies to all signs mounted above the roadway, on span wire or 3 signal mast arms. 4 5 Motorist information and parking signing shall be constructed with Engineer Grade Sheeting, in 6 accordance with Section 9 -28.6 of the Standard Specifications. This sheeting has a minimum 7 retro reflection rating of 70 candelas /foot candle /square foot for white- silver sheeting with a 8 divergence angle of 0.2 degrees and an incidence of minus 4 degrees. This engineering grade 9 sheeting shall be Type I sheeting or greater. These signs include guide signing (D series — 10 except D -3), corporate limit signing (I series), and motorist information signing (K series). The 11 reflectivity standard of supplemental plates shall match that of the primary sign. 12 13 Sian Inventorx. The Engineer shall be contacted within 2 working days of completion of the 14 permanent signing installation to inspect, inventory, and log all new and relocated signs. 15 16 9 -28.8 Sheet Aluminum Signs 17 Section 9 -28.8 is supplemented with the following: 18 19 All permanent signs shall be constructed from aluminum sign blanks unless otherwise 20 approved by the Engineer. Sign -blank minimum thicknesses, based -on maximum 21 dimensions, shall be as follows: Maximum Dimension Blank Thickness Less than 30 inches 0.080 inches Greater than 30. inches, less than 48 inches 0.100 inches Greater than 48 inches 0.125 inches 22 23 All D-3 street -name signs shall be constructed with 0.100- inch -thick blanks. The Contractor 24 shall install permanent signs which meet or exceed the minimum reflectivity standards. All 25 sign face sheeting shall be applied to sign blanks with pressure sensitive adhesives. 26 27 28 9 -28.14 Sign Support Structures 29 (April 7, 2008 WSDOT GSP) 30 Sign Support Structures 31 Section 9 -28.14 is supplemented with the following: 32 33 Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be 34 timber sign posts. 35 36 9- 28.14(1) Timber Sign Posts 37 Section 9- 28.14(1) is supplemented with the following: 38 39 All ground- mounted sign posts shall use pressure treated hem -fir wood posts unless 40 approved otherwise by the Engineer. All wood posts shall be buried a minimum of 30 inches 41 below the finished ground line. Post backfill shall be compacted at several levels to minimize 42 settling. All posts shall be two -way plumb. 43 City of Federal Way - RFB # 14 -108 Lakota Middle School - Page 108 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 ' 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 r 9- 28.14(2) Steel Structures and Posts Section 9- 28.14(2) is supplemented with the following: Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. Approved Manufacturers for Steel Sign Supports The Standard Plans lists several steel sign support types. These supports are patented devices and many are sole- source. All of the sign support types listed below are acceptable when shown in the plans. Steel Sian SUDDort TVDe Type TP -A & TP -B Type PL, PL -T & PL -U Type AS Type AP Type ST 1, ST 2, ST 3, & ST 4 Type SB -1, SB -2, & SB -3 SECTION 9 -29, Illumination, Signal, Electrical 9 -29.1 Conduit, Innerduct, and Outerduct Section 9 -29.1 is supplemented with the following: Manufacturer Transpo Industries, Inc. Northwest Pipe Co. Transpo Industries, Inc. Transpo Industries, Inc. Ultimate Highway Products, Allied Tube & Conduit, Inc., Northwest Pipe, Inc. Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated„ Northwest Pipe, Inc. (June 5, 2000 WSDOT NWR) Conduit Coatings Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a minimum 1 -inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. 9- 29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings Section 9- 29.1(1) is supplemented with the following: (August 10, 2009 WSDOT NWR) Conduit Sealing Mechanical plugs for cabinet conduit sealing shall be one of the following: 1. Tyco Electronics - TDUX 2. Jackmoon — Triplex Duct Plugs 3. 0 -Z Gedney — Conduit Sealing Bushings The mechanical plug shall withstand a minimum of 5 psi of pressure. City of Federal Way Lakota Middle School - Page 109 13* Ave SW Sidewalk Connection RFB ver. 1 -08 RFB # 14-108 2014 1 9- 29.1(2) Rigid Metal Conduit Fittings and Appurtenances 2 Section 9- 29.1(2) is supplemented with the following: ' 3 4 (August 10, 2009 WSDOT NWR) 5 Conduit Coatings 6 Electroplated couplings are not allowed. , 7 8 (March 4, 2009 WSDOT NWR)) 9 Surface Mounting Conduit Attachment Components 10 Channel supports and all fastening hardware components shall be Type 304 stainless steel. 11 12 9 -29.2 ]unction Boxes, Cable Vaults and Pull Boxes 13 14 9- 29.2(1) Standard Duty ]unction Boxes 15 Section 9- 29.2(1) is supplemented with the following: 16 17 (January 21, 2011 WSDOT NWR) 18 Concrete ]unction Boxes , 19 The Non -slip lid and frame shall be made of the following material: 20 Non -slip lid ASTM A36 flat steel 21 Non -slip frame ASTM A36 flat steel 22 Both the non -slip lid and non -slip frame shall be treated with Mebacl (their most aggressive 23 surface) as manufactured by IKG industries, or SlipNOT Grade 3- coarse as manufactured by 24 W.S. Molnar Co. The non -slip lid shall be identified with permanent marking on the ' 25 underside indicating the type of surface treatment ("M1" for Mebac 1; or "S3" for SlipNot3) 26 27 and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness formed by engraving, stamping or with a stainless steel weld bead. 28 29 30 9 -29.6 Light and Signal Standards 31 Section 9 -29.6 is supplemented with the following: 32 33 9- 29.6(1) Steel Light and Signal Standards 34 Section 9- 29.6(1) is supplement with the following: 35 36 (December 18, 2009 * * * * * *) 37 Traffic signal standards and illumination standards shall be furnished and installed in 38 accordance with the methods and materials noted in the applicable Standard Plans, pre- 39 approved plans, or special design plans. All welds shall comply with the latest AASHTO , 40 Standard Specifications for Support of Highway Signs, Luminaires, and Traffic Signals. 41 Welding inspection shall Onply with Section 6- 03.3(25)A, Welding Inspection. 42 43 All traffic signal standards and arms shall be round tapered. 44 45 Hardened washers shall be used with all signal arm - connecting bolts instead of lock 46 washers. All signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of 47 proof load. 48 49 Traffic signal standards shall conform to one of the following preapproved fabricator plans 50 or approved equal: ' City of Federal Way RFB # 14 -108 Lakota Middle School - Page 110 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 aindird YAIMgnt QrAwing N. Ameron 12[gyMiLla Ng, Type PPB, PS, DB00655 Rev. B M3723 -1 Rev. E and I Type II DB00625 Rev. B, W 3724 -1 Rev. E Sheets 1, 2, and 3 and W 3724 -1 Rev D Type III DB00625 Rev. B, W 3724-1 Rev. E Sheets 1, 2, and 3 and W 3724 -1 Rev and "]" luminaire arm D and "J" luminaire arm Type IV and V 5000 -4 3650 -A 2 3 Section 9- 29.6(1) is supplement with the following: 4 5 (May 1, 2006 WSDOT NWR) 6 Light and Signal Standard Painting 7 Galvanized steel light and signal standards shall not be painted. 8 9- 29.6(1)A Beacon Standards 10 Pole Foundations: Shall be as indicated on the plans. 11 Sign Poles, Bases, and Caps: 12 Sign poles shall be 4" — 8 NPT Schedule 40, galvanized steel meeting the following 13 minimum requirements: 14 Standard 4" Sch 40 .......... ASTM A53 Grade B ERW 15 Tensile Strength, KSI .......................... 60 16 Yield Strength, KSI .............................. 35 17 Weight Per Foot ............................. 10.79 lb. 18 Standard Wall Thickness .................. 0.237' 19 Outside Diameter ............................... 4:5" 20 Threading and debuning of the Pedestal Pole shall be in accordance with the basic 21 dimensions of American National Standard Taper Pipe Threads, NPT (ANSI 131.2). 22 The pole shall be pre - galvanized or galvanized after fabrication meeting the requirements 23 below: 24 1. Pre - Galvanized: Pipe shall have clean square saw cuts and free of burrs. After threading 25 threads shall be sprayed with a rust- protective zinc -rich coating. Galvanizing shall be a 26 minimum of 1.6 oz. /ft.2. 27 2. Galvanized After Fabrication: Pipe shall have clean square saw cuts and free of burrs. 28 Pole shall be hot dipped galvanized to comply with ASTM A- 123.with a minimum of 1.6 29 oz. /ft2 after fabrication. Threads shall be heated and brushed to remove excess zinc. City of Federal Way RFB # 14-108 Lakota Middle School - Page 1 l 1 • 2014 - 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 3. MILL CERTIFICATION: Mill test reports to be maintained and supplied on request. 2 PACKAGING: Threaded end shall have protective cap to prevent thread damage. Cardboard 3 sleeve shall cover the entire length of shaft to protect surface finish during storage and 4 shipment. 5 Pole caps shall be provided by the solar panel manufacturer. 6 7 10 11 12 13 The pole base shall be square aluminum pedestal base with aluminum door meeting the following minimum requirements: 1. Square cast aluminum with natural finish, minimum weight of 21 lbs. with dimensions as shown in the Figure below. 2. Upper end shall be threaded to receive a 4" NPT pipe shaft. Base threads shall be f -) !4 + 13 -1/4 tapped to allow full pole engagement w/o exposed threads on the pole. 3. Shall be of such design that it may be fastened to a foundation with four (4) 3/4" anchor bolts located 90 degrees apart on the bottom of the base. 14 4. There shall be slots in the bottom of the base 11/2" wide and 21/2" long measured along 15 the circumference of the bolt circle, allowing a proper fit even if the bolts are placed 16 slightly off center. 17 5. Shall accommodate bolt circles of a minimum of 12" through a maximum of 141/2" and 18 anchor bolts with a minimum of 5/8" through 1" diameter. 19 6. Shall be equipped with a removable aluminum door. Door opening shall be free of burrs 20 and sharp edges and be no less than 81/2" square. The door shall be attached to the 21 base using one stainless steel socket button head screw to prevent unauthorized entry. 22 7. Shall be fabricated free of voids, pits, dents, molding sand and excessive foundry 23 grinding marks. All design radii shall be smooth and intact. Exterior surface finish shall 24 be smooth and cosmetically acceptable by being free of molding fins, cracks and other 25 exterior blemishes. 26 8. Shall be fabricated from new aluminum ingot. No scrap materials shall be used. 27 Minimum requirements as follows: 28 a. Aluminum Alloy ...........319 Elongation (% in 2 ") .........2 City of Federal Way RFB # 14 -108 Lakota Middle School - *Page 112 2014 13a` Ave SW Sidewalk Connection RFB ver. 1 -08 n 1 E, C u C� F 1 C C 1 b. Tensile Strength, KSI ....... 27 Brinell Hardness .......... 70 -100 2 c. Yield Strength,KSI ...........18 3 FRANGIBILITY: The base shall meet or exceed 1985 AASHTO breakaway requirements. 4 Test reports from an FHWA approved independent laboratory shall be provided certifying 5 that the base has been tested and meets all applicable requirements. In addition, a 6 statement of certification from the FHWA stating such tests have been accepted and 7 approved shall be supplied. 8 STRUCTURAL INTEGRITY: In order to prove structural soundness a certification from a 9 recognized independent structural laboratory shall be provided certifying that the base will 10 withstand a bending moment of 10,750 ft. lbs. Such test shall be performed in the 11 following manner: 12 1. A force shall be applied at a distance from the bottom of the base in order to produce a 13 moment. All bases must reach a moment capacity of 10,750 ft. lbs. without breaking, 14 cracking or rupturing in any manner. 15 2. After force has been removed, the lever arm shall return to within .250" of its original 16 rest position. 17 3. All tests shall be made using 4" schedule 40 Steel Pipe. 18 A reinforcing collar shall be installed at the top of the pole base in accordance with 19 manufacturers' instructions. The collar shall be a three segment assembly designed to 20 retrofit onto an existing square cast aluminum or iron pedestal base. The collar shall meet 21 the following minimum requirements: 22 MATERIAL: Reinforcing collar shall be three -piece cast aluminum with the minimum 23 requirements: 24 Aluminum Alloy ............................713 25 Tensile Strength, KSI ....................32 26 Yield Strength, KSI ........................22 27 Elongation (% in 2 ") .......................3 28 Brinell Hardness ............................70 29 Minimum Wall Thickness .............5/8" 30 Minimum Overall Height ............. 4 -3/8" 31 32 INSTALLATION: The collar shall be clamped around the top of a pedestal base by the use 33 of two (2) 5/16" Socket Head Bolts per segment (Figure 1). Each segment shall have a 34 5/16" pilot hole for drilling through base. A 5/16" x 3/4" Roll Pin shall be driven through the 35 collar into the base until flush to prevent the collar from walking up the base. 36 37 HARDWARE: (6) 5/16 " -18 x 11/2" Socket Head Capscrews (3) 5/16" Dia. x 3/4" Roll Pins 38 FINISH: Collar Segment: Alodine 1200 39 FASTENERS: Zinc w/ Yellow Di- Chromate City of Federal Way RFB # 14-108 Lakota Middle School - Page 113 2014 13* Ave SW Sidewalk Connection RFB ver. 1 -08 11 Section 9- 29.7(2) is supplemented with the following: 12 * * * * ** 13 Fused quick - disconnect kits shall be of the SEC type or equivalent. Underground 14 illumination splices shall be epoxy or underground service buss /light connector kits. , 15 Installation shall conform to details in the Standard Plans. 16 1 17 9 -29.10 Luminaires 18 The third and fourth paragraphs are deleted and replaced with the following: 20 All luminaires shall be provided with markers for positive identification of light source type 21 and wattage. Markers shall comply with ANSI C136.15 -2011 "American National Standard 22 for Roadway and Area Lighting Equipment — Luminaire Field Identification ". 23 24 9- 29.11(2) Photoelectric Control 25 Section 9- 29.11(2) is supplemented with the following: W 26 1 27 One photocell shall be installed for each new electrical service cabinet installation. The 28 photocell shall be located on the top of the luminaire closest to the electrical service as I 29 shown on plans. 30 Measurement shall be based on a lump sum, completed in place. Payment will be , 31 considered incidental to traffic signal system items for traffic signal standard mounted 32 luminaires. All other photocells shall be included in "Illumination System, Complete ".. 33 9 -29.15 Flashing Beacon Control ' 34 Section 9 -29.15 is deleted and replaced with the following: 35 ( * * * * * *) City of Federal Way RFB # 14 -108 ' Lakota Middle School - Page 114 2014 13th Ave SW Sidewalk Connection , RFB ver. 1 -08 I In addition to meeting the above requirements, all poles, bases, collars, caps and related 2 hardware shall be fully interchangeable with the following items manufactured by Pelco ' 3 Products, Inc., Edmond, Oklahoma, such that any individual component can be replaced 4 without requiring replacement of the entire system: 5 • Pedestal pole, Model No PB -5200 6 • Square Base Assembly, Model No PB -5334 7 • Pole & Base Collar Assembly, Model No PB -5325 ' 8 a Pole Cap, provided by solar panel manufacturer 9 10 9- 29.7(2) Fused Quick - Disconnect Kits 11 Section 9- 29.7(2) is supplemented with the following: 12 * * * * ** 13 Fused quick - disconnect kits shall be of the SEC type or equivalent. Underground 14 illumination splices shall be epoxy or underground service buss /light connector kits. , 15 Installation shall conform to details in the Standard Plans. 16 1 17 9 -29.10 Luminaires 18 The third and fourth paragraphs are deleted and replaced with the following: 20 All luminaires shall be provided with markers for positive identification of light source type 21 and wattage. Markers shall comply with ANSI C136.15 -2011 "American National Standard 22 for Roadway and Area Lighting Equipment — Luminaire Field Identification ". 23 24 9- 29.11(2) Photoelectric Control 25 Section 9- 29.11(2) is supplemented with the following: W 26 1 27 One photocell shall be installed for each new electrical service cabinet installation. The 28 photocell shall be located on the top of the luminaire closest to the electrical service as I 29 shown on plans. 30 Measurement shall be based on a lump sum, completed in place. Payment will be , 31 considered incidental to traffic signal system items for traffic signal standard mounted 32 luminaires. All other photocells shall be included in "Illumination System, Complete ".. 33 9 -29.15 Flashing Beacon Control ' 34 Section 9 -29.15 is deleted and replaced with the following: 35 ( * * * * * *) City of Federal Way RFB # 14 -108 ' Lakota Middle School - Page 114 2014 13th Ave SW Sidewalk Connection , RFB ver. 1 -08 1 The solar powered, calendar- activated, remote management capable school zone flashing 2 beacon system shall be a Spot Devices SC315 School Zone Beacon System. ` 3 4 The system shall be designed upon standards -based network and software technology 5 providing for calendar -based remote system management without the installation or ' 6 alteration of any other equipment or associated hardware. The network -based system shall 7 provide for secure, simultaneous access by multiple users via virtually any browser - enabled 8 desktop, notebook, tablet or smartphone anywhere an Internet connection is available. ' 9 10 The Controller itself shall be equipped with a GPRS /EDGE modem and GPS receiver. This '11 equipment shall utilize closed -loop Transmission Control Protocol /Internet Protocol (" 12 TCP /IP'j over a Virtual Private Network ("VPN'l; ensuring reliable and secure 13 communication between the Controller and system server. In addition, the calendar time 14 base shall be derived from GPS time kept by ultra- accurate atomic clocks to ensure on -time 15 beacon activation. 16 17 The school zone beacon system shall require no local host or client software, and the user 18 interface shall be quickly and easily accessed from any browser - enabled device by multiple '19 users at the same time. Programming shall be via an easy -to -use interface allowing remote 20 scheduling and maintenance of beacon systems with up to 10 year calendars. The 21 controller shall have up to 12 months of calendar data stored locally to ensure timely ' 22 activations in virtually all circumstances. The system shall provide for on- demand activation 23 of beacons for emergency or any other purposes; on- demand test of communication 24 interruption (knockdown), battery health (solar only), beacon outage and activation reports 25 through the user interface; and communication interruption (knockdown), low battery (solar 26 only), and beacon outage diagnostics by proactive email. 27 28 The School Zone Beacon System shall consist of the following components: 29 1. System Server: The system server shall be housed in one or more independent facilities with on- premises 24/7 security staff and uninterruptible power supply '30 31 ( "UPS "). 32 2. Controller: The controller shall be equipped with a GPRS /EDGE modem and GPS receiver attached to its antenna unit, and the system shall not require the '33 34 installation or alteration of any other equipment or associated hardware, such as 35 traffic signal controllers, Ethernet connections, local radios, local wireless connections or local networks. '36 37 3. Beacon: The beacon housing and frame shall be made of aluminum, and the 38 beacon bulb shall have at least 150 individual LEDs. The total light emission per beacon shall be greater than 678 candelas. The beacon shall draw attention at '39 40 distances greater than 1000 feet during the day and greater than 1 mile at night. 41 4. Communication Protocols: Each controller shall be equipped with a GPRS /EDGE 42 modem and GPS receiver attached to its antenna unit. For security and reliability 43 purposes, communication between the system server and the controller shall utilize 44 the closed -loop Transmission Control Protocol /Internet Protocol ('TCP /IP ") over a 45 highly secure Virtual Private Network ( "VPN ") in addition to the intrinsic security 46 provided by the cell network encryption. Communication between the System 47 Server and any desktop, notebook, netbook, tablet or smartphone running a 48 mainstream browser, such as Internet Explorer, Firefox, Chrome or Safari ( "Capable City of Federal way RFB # 14-108 Lakota Middle School - Page 115 2014 13'h Ave SW Sidewalk Connection RFB ver. 1 -08 1 Device "), shall be via a secure (https) website and shall also use TCP /IP protocol 2 encrypted using the same machinery employed in electronic funds transfer. 3 5. No Local Software: No local host or client software and its associated maintenance 4 updates shall be required. 5 6. Remote Management: The controller shall be remotely managed for purposes of 6 beacon activation, scheduling and maintenance. Remote management shall be 7 performed over a cellular M2M network and the internet, from anywhere an internet 8 connection can be made by a Capable Device. Multiple users from any locations 9 with internet access shall be able to perform system management operations 10 simultaneously. 11 7. Intuitive User Interface: Using unique user names and passwords, users shall be 12 able to access the graphical, browser -based User Interface ( "UI "). For ease of 13 system management, the UI shall use intuitive and familiar calendar graphics for 14 time -of -day programming, shall allow a given calendar to be applied to any group of 15 one or more systems in a single scheduling operation. In addition, the UI shall 16 display an icon representing each controller with its name and exact location on a 17 map. Security access shall be hierarchical, and allow system administrators to 18 assign system administrator, scheduler /editor or viewer -only permission to individual 19 users. 20 8. Redundant Calendar: There shall be no limit for day schedule on -off times. The 21 user shall be able to configure calendars with a minimum of 10 years of scheduling. 22 The controller shall have up to 12 months of calendar data stored locally so that in 23 the event of an interruption of network communication, the controller shall be able 24 to maintain scheduled activations. 25 9. On- Demand Activation, Test and Reports: Each system shall provide on- demand 26 activation of beacons for emergency or any other purposes; on- demand test of 27 communication interruption (knockdown), battery health (solar only), Beacon 28 outage, and activation reports through the user interface. 29 10. Proactive Diagnostics: Each system shall generate proactive daily beacon outage, 30 battery health and communication interruption (knockdown) diagnostics delivered by 31 email to a configurable set of recipients. 32 11. Enclosure: The controller shall be housed in a vandal- resistant, aluminum, NEMA 3R 33 pole- mounted aluminum cabinet with a lockable, hinged door. The enclosure shall 34 be mounted at a height consistent with ADA guidelines while not requiring a bucket 35 truck from maintenance. 36 12. Power Options: The controller unit shall be available in solar 12 VDC, 35 AHr 37 equipped with 90W solar panels, or in- 120 VAC, 50W versions. Solar- powered 38 systems shall provide a minimum of 15 days of back -up battery power in the 39 absence of sunlight while operating at full brightness and at standard usage levels. 40 41 END OF DIVISION 9 City of Federal Way RFB # 14 -108 Lakota Middle School - Page 116 2014 IP Ave SW Sidewalk Connection RFB ver. 1-08 1] I APPENDIX A ' REQUIRED CONTRACT PROVISIONS FEDERAL AID PROJECTS 7 0 1 n FJ n d 7 i 11, 1 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 1. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) II Eel 4'k' 14 J-1� 1. Form FHWA -1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA -1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA -1273 must be included in all Federal -aid design - build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design - builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA -1273 in bid proposal or request for proposal documents, however, the Form FHWA -1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. FHWA -1273 - Revised May 1, 2012 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625 -1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60 -4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625 -1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625 -1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 at seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum speck requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre- apprenticeship, and /or on -the- job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractors staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. S. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are 0 17 C u 0 n J [1 I,, applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency, and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and /or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT - approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT - assisted contracts. Failure by the contractor to cant' out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non - minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA -1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on- the -job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. Ill. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS -BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right -of- way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classed as local roads or rural minor collectors, which'are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this sectior►; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specked for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classed in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or r 1 i it 1 11 will notify the contracting officer within the 30 -day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis- Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at http:// www. dol. gov /esatwhdtformstwh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) o this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specked in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Omer 11246, as amended, and 29 CFR part 30. 0 1 1 f" n 1 i C 1] 1 d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA -1273 in any subcontracts and also require the subcontractors to include Form FHWA -1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis - Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. �J b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one -half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). �J b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one -half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day -to -day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self- performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self - performance requirements. VII. SAFETY: ACCIDENT PREVENTION T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal - aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA -1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: �J 1 I P, 1 1 J 1 1�� 'Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. By submission of this bid /proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," " suspended," " ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httas: / /www.er)ls.aov /), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three -year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing • public (Federal, State or local) transaction or contract under • public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three -year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which 10 this transaction originated may pursue available remedies, including suspension and /or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httos: / /www.epis.gov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the 1 1 1 1 1 1 1 l ' department or agency with which this transaction originated may pursue available remedies, including suspension and /or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion —Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, ' declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or ' attempting to influence an officer or employee of any Federal agency, a Member of.Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. J 11 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal -aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 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N 3 > y c Li ^ Dix O d y W N M OW > 0 M ild 0 O w O Z Q T 0 Z N Q i v 0 M Q W — v NY 3N m ZQ Q� M WZ Q N XW U 2 N Zw Q =Z_ H OU �N W p UJ ZQ W p LLJ W = U WOQ N 3Q U Z N M r- O N Q O zN r 3 ch 0 O V v/ V/ U Y J a, m CL 3 QJ 11 8 —Penny Duplex nail Direction of travel Marking nail some side as cleat 30" t A II I A 11 28" I A It 1 11 II I II tl I 11 II It I Cleat 28 "x3 "x2" under sign 4" x 4" Post NOTES 4" x 4" Post —Z Finish Grade Two double headed nails Aluminum cleat attached directly under sign SIGN POSTS — 1) ALL GROUND MOUNTED SIGN POSTS SHALL USE WESTERN RED CEDAR OR PRESSURE TREATED FIR UNLESS APPROVED OTHERWISE BY PUBLIC WORKS. 2) POST GRADE (FIR) SHALL BE S4S DOUGLAS FIR LUMBER, WEST COAST INSPECTION BUREAU GRADE X12, STRUCTURAL LIGHT FRAMING. RULE #16, PARAGRAPH 124 —C, SELECTED FOR STRAIGHTNESS, AND FREE OF HEART CENTER (FOHC) WOOD TO RESIST TWISTING. 3) PRESSURE TREATED POSTS SHALL BE TREATED WITH A 4 -1/2% TO 5 -1/2% HEAVY PETROLEUM SOLVENT PENTACHLOROPHENOL SOLUTION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO DESIGNATION M133, WITH A MINIMUM NET RETENTION OF THE DRY SALT OF 1/2 POUND PER CUBIC FOOT OF WOOD. 4) POSTS SHALL BE 4 "x 4 ", WITH A MINIMUM LENGTH OF 12 FEET LONGER POSTS MAY BE NEEDED TO MAINTAIN 8 —FEET OF VERTICAL CLEARANCE ABOVE WALKING AREAS POSTS SHALL BE 14 FEET IF TRAFFIC CONTROL SIGNS WILL BE INSTALLED ON THE SAME POST 5) BACKFILL SHALL BE COMPACTED AT SEVERAL LAYERS TO MINIMIZE SETTLING. 6) ALL POSTS SHALL BE 2 —WAY PLUMB. 1 I I I 1 30" I 28" 1 I I I o c 1x TOP OF CLEAT CLEAT — — v POST —�I I E_ (2) 0.156" 0 NAIL HOLES (PUNCHED OR DRILLED) FN S CLEATS — 1) ALL POSTS SHALL BE FITTED WITH AN ALUMINUM CLEAT AS SHOWN TO PREVENT SIGNPOST ROTATION AND /OR UNAUTHORIZED POST REMOVAL. 2) CLEATS SHALL BE ALUMINUM ALLOY, 6061 —T6, CHEMICALLY COATED IN ACCORDANCE WITH ASTM B449 -67 CLASS 2, 3) CLEATS SHALL BE 30 INCHES LONG, 3 INCHES WIDE, THICKNESS OF 0.08, WITH A 2 —INCH TURNOUT OF 90'. NAIL HOLES OF 0.156 INCHES DIAMETER SHALL BE PUNCHED OR DRILLED IN THE LOCATIONS AS SHOWN. 4) POSITION CLEAT TURN —OUT AWAY —FROM AND EVEN —WITH THE BOTTOM OF THE POST. PUBLIC SIGN POST o 3- 51 1 WORKS 3 - �w _ > 3 J Za Q °o ? o a w Z C) a ¢ pb Of u� w 0 z 0¢ (L w z � wa a W U v: Q. W Z n p Z W Z 1 N0 o J ��5 A Q iy =U Owa z a J z U u w 'd v) xaa M m v O O O w Z '' ~ Swo U 0 Ln vn a 83 W p� G a O �3 �J �w J I LL U! fi i a I I � O IIII m U W i >- o W �Q a� CD ry wo G U O o O a, s W a w w o Z W � W Q � W � 0 W / 1 Q {, Q f n o U W U N` Q' Q IT /T m I C 4 L W N ¢ J 7 0 W 3W^ 4 W N a J w a aMO 4 0 Z L L7 3 Li Li j 3 / �� 1111111 u O3m ry w U xw 0 0 ro 1 1 I APPENDIX C I STATE AND FEDERAL PREVAILING WAGE RATES 7 J i J LI 7 C r� 1 1 Page 1 of 17 1 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. 1 I I] 1 I� C r J n J Journey Level Prevailing Wage Rates for the Effective Date: 04/28/2014 County Trade Job Classification Wa a Holiday Overtime Note, ?? King Asbestos Abatement Workers Journey Level $41.691 5D 1H King Boilermakers Journey Level $64.44 5N King Brick Mason Brick And Block Finisher $43.26 5A 1M King Brick Mason Journey Level $50.12 5A 1M King Brick Mason Pointer- Caulker - Cleaner $50.12 5A 1M King Building Service Em ipyees Janitor $20.59 5S Zf I King Building Service Employees Traveling Waxer /Shampooer $21.00 5S 2F King Building Service Employees Window Cleaner (Non- Scaffold) $24.29 5S 2F King Building Service Employes Window Cleaner (Scaffold) $25.15 M 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 _ King Carpenters Acoustical Worker $50.82 5D 1M f King Carpenters Bridge, Dock And Wharf Carpenters $50.82 5D 1M t 'King Carpenters Carpenter $50.82 5D 1M ; =King Carpenters Carpenters on Stationary Tools $50.95 5D 1M King Carpenters Creosoted Material $50.92 5D 1M King Carpenters Floor Finisher $50.82 5D M King Carpenters Floor Layer $50.82 5D 1M King Carpenters Scaffold Erector $50.82 ,5D M King Cement Masons Journey Level $51.18 7A 1M King Divers It Tenders Diver $105.371 ,5D ji11 8A King Divers Et Tenders Diver On Standby $59.50 5D 1M King Divers Et Tenders Diver Tender $54.82 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator $54.82 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator Tender $51.07 5A 1B i King Dredge Workers Assistant Engineer $53.001 5D [King Dredge Workers Assistant Mate (Deckhand) $52.58 3f https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 Page 2 of 17 ' King Dredge Workers Boatmen $52.30 5D IF King Dredge Workers Engineer Welder $54.04 5D 3F King Dredge Workers Leverman, Hydraulic $55.17 5D K King Dredge Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D 3F King Drywall Applicator Journey Level $50.82 5D 1 H King Drywall Tapers Journey Level $50.87 5,P 1E King Electrical Fixture Maintenance Journey Level $25.84 5L 1 E W r er King Electricians - Inside Cable Splicer $65.69 7C 2W it King Electricians - Inside Cable Splicer (tunnel) $70.52 7& 7LiV `King Electricians - Inside Certified Welder $63.49 7C 2W King Electricians - Inside Certified Welder (tunnel) $68.10 Jam/ King Electricians - Inside Construction Stock Person $35.69 7C 2W E King Electricians - Inside Journey Level $61.30 7C King Electricians - Inside Journey Level (tunnel) $65.69 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Construction Cable Splicer $68.33 5A 4A King Electricians - Powerline Construction Certified Line Welder $62.50 5A 4A King Electricians - Powerline Construction Groundperson $42.56 5A 4A King Electricians - Powerline Construction Heavy Line Equipment Operator $62.50 5A 4A King Electricians - Powerline Construction Journey Level Lineperson $62.50 5A 4A King Electricians - Powerline Construction Line Equipment Operator $52.47 5A 4A King Electricians - Powerline Construction Pole Sprayer $62.50 5A 4A King Electricians. - Powerline Construction Powderperson $46.55 5A 4A King Electronic Technicians Journey Level $31.00 1 `King Elevator Constructors Mechanic $80.14 7D AA King Elevator Constructors Mechanic In Charge $86.77 7D 4A King Fabricated Precast Concrete Products All Classifications - In- Factory Work Only $15.25 5-B 1 R King Fence Erectors Fence Erector $15.18 1 King Fla gers Journey Level $35.34 7A 31 King Glaziers Journey Level $53.76 7L 1y King Heat £t Frost Insulators And Asbestos Workers Journeyman $58.93 5J 1S f King Heating Equipment Mechanics Journey Level $69.37 7F 1 ;King 111od Carriers 8 Mason Tenders liourney Level $42.99 7A 31 King Industrial Power Vacuum Journey Level $9.32 1 h tt P s: / /fortress.wa. ov/lni /wa elooku P / P rvWagelookup.aspx 4/3/2014 ' C C C r L 1 C I u 1 Page 3 of 17 1 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1 K King Inland Boatmen Cook $50.95 3B 1 K King Inland Boatmen Deckhand $51.19 5B 1K I King Inland Boatmen Deckhand Engineer $52.18 5B 1K King King Inland Boatmen Inland Boatmen Launch Operator Mate $53.401 $53.40 5B 5-B 1 K 1K King Inspection /Cleaning /Sealing Of Cleaner Operator, Foamer Operator $31.49 1 9 Sewer It Water Systems By Remote Control King Inspection /Cleaning /Sealing Of Grout Truck Operator $11.48 1 � 5 Sewer £t Water Systems By Remote Control King I Inspection /Cleaning /Sealing Of Head Operator $24.91 1 I Sewer Et Water Systems By Remote Control ,King Inspection /Cleaning /Sealing Of Technician $19.33 1 t Sewer Ft Water Systems By Remote Control r King Inspection /Cleaning /Sealing Of Tv Truck Operator $20.45 1 i Sewer a Water Systems By Remote Control King Insulation Applicators Journey Level $50.82 5D 1M King Ironworkers Journeyman $59.77 7N 10 _King Laborers Air, Gas Or Electric Vibrating Screed $41.69 7A 31 King Laborers Airtrac Drill Operator $42.99 7A 31 King Laborers Ballast Regular Machine $41.69 7A King Laborers Batch Weighman $35.34 7A 31 f King Laborers Brick Pavers $41.69 7A 31 King Laborers Brush Cutter $41.69 7A 31 I King Laborers Brush Hog Feeder $41.69 7A 31 ;King Laborers Burner $41.69 7A 31 King Laborers Caisson Worker $42.99 7A 31 ;King Laborers Carpenter Tender $41.69 7A 31. ¢King Laborers Caulker $41.69 7A King Laborers Cement Dumper- paving $42.46 7A 31 3 King La o -re rs Cement Finisher Tender $41.69 7A 3, King Laborers Change House Or Dry Shack $41.69 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $41.69 7A 31 King F King Laborers Laborers Chipping Gun(30 Lbs. And Over) Choker Setter $42.46 $41.69 7A 7A 3 3l F' =King Laborers Chuck Tender $41.69 7A 31 `King La Logry rs Clary Power Spreader $42.46 7A 3-1_ King Laborers Clean -up Laborer $41.69 7A 31 King Laborers Dumper /chute $42.46 7A - 1 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 Page 4 of 17 ' https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 1 Operator King Laborers Concrete Form Stripper $41.69 7A 31 King or rs Concrete Placement Crew $42.46 7A 31 King Laborers Concrete Saw Operator /core Driller $42.46 7A - 31 King Laborers Crusher Feeder $35.34 7A 31 King Laborers Curing Laborer $41.69 7A 31 King Laborers Demolition: Wrecking It Moving (incl. Charred Material) $41.69 7A 31 King Laborers Ditch Digger $41.69 7A 31 King Laborers Diver $42.99 7A 3 King Laborers Drill Operator (hydraulic, diamond) $42.46 7A 31 King Laborers Dry Stack Walls $41.69 7A _ 31 3 King borer Dump Person $41.69 7A King Laborers Epoxy Technician $41.69 7A 31 King Lab orers Erosion Control Worker $41.69 ZA 3! King Laborers Faller Ft Bucker Chain Saw $42.46 7A 31 King Laborers Fine Graders $41.69 7A 31 King Laborers Firewatch $35.34 7A 31 King Laborers Form Setter $41.69 7A 31 King Latorers Gabian Basket Builders $41.69 7A 31 King Laborers General Laborer $41.69 7A 31 King t 4 Laborers Grade Checker Est Transit Person $42.99 7A ,-I King Laborers Grinders $41.69 7A 31 King Laborers Grout Machine Tender $41.69 7A 31 .King Laborers Groutmen (pressure)including Post Tension Beams $42.46 77A 3 King rers Guardrail Erector $41.69 7A King Laborers Hazardous Waste Worker (level A) $42.99 7A 31 1 King Laborers Hazardous Waste Worker (level B) $42.46 7A 31 5 King Laborers Hazardous Waste Worker (level C) $41.69 7A 31 ?King Laborers High Scaler $42.99 7A 31 King La rers Jackhammer $42.46 7A 31 King Laborers Laserbeam Operator $42.46 7A 31 King Laborera Maintenance Person $41.69 Z 3 King Laborers Manhole Builder- mudman $42.46 7A 3-1 I King Laborers Material Yard Person $41.69 7A 31 King Laborers Motorman -dinky Locomotive $42.46 7A King Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air £t Water On Concrete Et $42.46 7A 31 b https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 1 1 d I� J 0 [1 n Page 5 of 17 I htt s:Hfortress.wa. ov/lni /wa elooku / rvWa elooku .as x 4/3/2014 P g g PP g P P Rock, Sandblast, Gunite, Shotcrete, Water Bla ,King Laborers Pavement Breaker $42.46 7A 3 King Laborers Pilot Car $35.34 7A 31 £King Laborers Pipe Layer Lead $42.99 7A 31 `King Laborers Pipe Layer /tailor $42.46 7A 31 King Laborers Pipe Pot Tender $42.46 7A 3 King Laborers Pipe Retiner $42.46 7A 31 King Laborers Pipe Wrapper $42.46 7A 3 King Laborers Pot Tender $41.69 7A 31 King Laborers Powderman $42.99 7A 3 King Laborers Powderman's Helper $41.69 7A 31 King Laborers Power Jacks $42.46 7A 3 King Laborers Railroad Spike Puller - Power $42.46 7A 31 King Laborers Raker - Asphalt $42.99 7A 31 King Laborers Re- timberman $42.99 7A 31 King Laborers Remote Equipment Operator $42.46 7A 3 King Laborers Rigger /signal Person $42.46 7A 31 King Laborers Rip Rap Person $41.69 7A 31 h King Laborers Rivet Buster $42.46 7A 31 ;King Laborers Rodder $42.46 7A 31 ' King Laborers Scaffold Erector $41.69 7A 31 King Laborers Scale Person $41.69 7A 31 King Laborers Sloper (over 20") $42.46 7A 3 King Laborers Sloper Sprayer $41.691 7A 31 King Laborers Spreader(concrete) $42.46 7A 3 King Laborers Stake Hopper $41.69 7A 31 King Laborers Stock Piler $41.69 7A 31 King Laborers Tamper &t Similar Electric, Air Et Gas Operated Tools $42.46 7A 31 King Laborers Tamper (multiple Et Self- propelled) $42.46 7A 31 _ King Laborers Timber Person - Sewer (lagger, Shorer ft Cribber) $42.46 7A 31 King Laborers Toolroom Person (at Jobsite) $41.69 7A 31 King La -borers Topper $41.69 7A 31 rKing Laborers Track Laborer $41.69 7A 31 I King Laborers Track Liner (power) $42.46 7A 3 King Laborers Traffic Control Laborer $37.79 7A 31 8R King Laborers Traffic Control Supervisor $37.79 7A 31 8R ;King Laborers Truck Spotter $41.69 7A King Laborers Tugger Operator $42.46 7A 31 King Laborers Tunnel Work- Compressed Air Worker 0 -30 psi $60.06 7A 31 $Q 'King Laborers Tunnel Work- Compressed Air $65.09 7A 3 $Q I htt s:Hfortress.wa. ov/lni /wa elooku / rvWa elooku .as x 4/3/2014 P g g PP g P P Page 6 of 17 1 https:// fortress. wa. gov/ lni /wagelookup /PrvWagelookup.aspx 4/3/2014 11 I L 0 C 1 11 Worker 30.01 -44.00 psi King Laborers Tunnel Work- Compressed Air Worker 44.01 -54.00 psi $68.77 7A 31 8� King Laborers Tunnel Work - Compressed Air Worker 54.01 -60.00 psi $74.47 7A 31 King Laborers Tunnel Work - Compressed Air Worker 60.01 -64.00 psi $76.59 7A 31 88 King Laborers Tunnel Work- Compressed Air Worker 64.01 -68.00 psi $81.69 7A 31 King Laborers Tunnel Work- Compressed Air Worker 68.01 -70.00 psi $83.59 7A 31 8Q IKing Laborers Tunnel Work - Compressed Air Worker 70.01 -72.00 psi $85.59 7A 31 8� King Laborers Tunnel Work - Compressed Air Worker 72.01 -74.00 psi $87.59 7A 31 8Q King Laborers Tunnel Work -Guage and Lock Tender $43.09 7A 31 King Laborers Tunnel Work -Miner $43.09 7A King Lab r rs Vibrator $42.46 7A King Laborers Vinyl Seamer $41.69 7A 31 King Laborers Watchman $32.12 7A 31 I King Laborers Welder $42.46. 7A King Laborers Well Point Laborer $42.46 7A 31 ? King Labmra Window Washer /cleaner $32.12 7A 31 King Laborers - Undereround Sewer General Laborer tt Topman $41.69 7A 31 & Water King Laborers - Underground Sewer Pipe Layer $42.46 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 King Landscape Construction Landscaping or Planting Laborers $17.87 1 ;King Lathers Journey Level $50.82 5D 1H King Marble Setters Journey Level $50.12 3A 1 M King Metal Fabrication (in Shop) Fitter $15.86 1 King Metal Fabrication (In ShoP1 Laborer $9.78 1 King Metal Fabrication (in Shop) Machine Operator $13.04 1 King Metal Fabrication (in hoa) Painter $11.10 1 King Metal Fabrication (in Shop) Welder $15.48 1 ,King Millwright Journey Level $51.92 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 King Modular BuildiM Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buit� Plumber $11.561 1 1 King IModutar BuitdirM Production Worker $9.40 1 https:// fortress. wa. gov/ lni /wagelookup /PrvWagelookup.aspx 4/3/2014 11 I L 0 C 1 11 1 J i I I 1 Page 7 of 17 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journ y Level $37.80 6Z 2B King Pile Driver Journey Level $51.07 5D 1M King Plasterers Journey Level $49.29 S 1R King Playground Eat Park Equipment Journey Level $9.32 1 Installers King Plumbers Et Pipefitters Journey Level $73.69 6ZZ King Power Equipment Operators Asphalt Plant Operators $53.49 7A 3C 8P ; King Power Equipment Operators Assistant Engineer $50.22 7A '8P King Power Equipment Operators Barrier Machine (zipper) $53.001 7A 3C 8P King Power Equipment Operators Batch Plant Operator, Concrete $53.00 7A 3C 8P 4 King Power Equipment Operators Bobcat $50.22 7A 3C 8P King Power Equipment Operators Brokk -Remote Demolition Equipment $50.22 7A 3C 8P King Power Equipment Operators Brooms $50.22 7A 3C 8P f King Power Equipment Operators Bump Cutter $53.00 7A 3C 8P King Power Equipment Operators Cableways $53.49 7A 3C 8P King' Power Equipment Operators Chipper $53.00 7A 3C 8P King Power Equipment Operators Compressor $50.22 7A 3C op King s Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $53.49 7A 3C 8P King Power Equipment Operators Concrete Finish Machine -laser Screed $50.22 7A 3C King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $52.58 7A 3 8P King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $53.00 7A 3C 8P 'King Power Equipment Operators Conveyors $52.58 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $53.00 7A 3C 8P King Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $54.04 7A 3C 8P King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $54.61 7A 3C 8P King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $53.49 7A 3C 8P g King Power Equipment Operators Cranes: A -frame - 10 Tons And Under $50.22 7A 3C 8P htt s: / /fortress.wa. ov/lni /wa elooku / rvWa elooku .aspx 4/3/2014 p g g Pp g p Page 8 of 17 ' King Power Equipment Operators Cranes: Friction 100 Tons $54.61 7A 3C $P Through 199 Tons ;King Power Equipment Operators Cranes: Friction Over 200 Tons $55.17 7A 3C 3P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $55.17 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $52.58 7A 3C 3P Attachments A -frame Over 10 Tons King Power Equipment Operators Crusher $53.00 7A 3C 81) King Power Equipment Operators Deck Engineer /deck Winches $53.00 7A X $P (power) King Power Equipment Operators Derricks, On Building Work $53.49 7A 3C >lP King Power Equipment Operators Dozers D -9 ft Under $52.58 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $52.58 7AA 3C Or Crane Mount -E King power Equipment Operators Drilling Machine $53.00 7A X 3P s King Power Equipment Operators Elevator And Man -lift: $50.22 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $53.00 7A 3C 8P Gamaco ft Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $52.58 7A 3C 8P With Attachments King Power Equipment 012erators Forklifts: Under 3000. Lbs. With $50.22 7A 3C 3P Attachments King Power Equipment Operators Grade Engineer: Using Blue $53.00 7A 8P ' Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker /stakeman $50.22 7A X $P King Power Equipment Operators Guardrail Punch $53.001 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $53.49 7A 3C 3P t Articulating Off- Road Equipment 45 Yards. ft Over King Power Equipment Operators Hard Tail End Dump $53.00 7A .3C 8P Articulating Off -road Equipment Under 45 Yards King Power Equipment Operators Horizontal /directional Drill $52.58 7A 3C 8P v Locator King Power Equipment Operators Horizontal /directionat Drilt $53.00 7A X BP Operator King Power Equipment Operators Hydralifts /boom Trucks Over $52.58 7A 3C 8P I 10 Tons King Power Equipment Operators Hydralifts /boom Trucks, 10 $50.22 7A X 3P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. ft $54.04 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $53.49 7A 3C 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $53.00 7A 3C 8P Yards 1 L� 1 l 0 1 it I I h tt P s: / /fortress.wa. ov/ingw elooku P/ P rvW elooku P .as x 4/3/2014 S n L n u 1 Page 9 of 17 King Power Equipment Operators Loaders, Plant Feed $53.001 A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $52.58 7A 3C 8P i King Power Equipment Operators Locomotives, All $53.00 LA- 3C $P s King Power Equipment Operators Material Transfer Device $53.00 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $54.04 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Grader - Non- $52.58 7A $P finishing King Power Equipment Operators Motor Patrol Graders, Finishing $53.49 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $53.49 7A 3C 8P Drill, Boring, Road Header And /or Shield King Power Equipment Operators Oil Distributors, Blower $50.22 7A 3C 8P Distribution £t Mulch Seeding Operator 1 King Power Equipment Operators Outside Hoists (elevators And $52.58 7A 3C 8P R Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $53.00 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $54.04 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $53.49 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $50.22 7A 3C AP King Power Equipment Operators Pile Driver (other Than Crane $53.00 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $52.581 7A 3C 8P a King Power Equipment Operators Posthole Digger, Mechanical $50.22 7A 3C 8P King Power Equipment Operators Power Plant $50.22 7A 3C 8P King Power Equipment Operators Pumps - Water $50.22 7A 3C $P_ King Power Equipment Operators Quad 9, Hd 41, D10 And Over $53.49 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $50.22 7A 3C BP 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $53.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $50.22 7A 3C APE I '' King Power Equipment Operators Rollagon $53.49 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $50.22 LA- $P_ King Power Equipment Operators Roller, Plant Mix Or Multi -lift $52.58 7A 3C 8P Materials King Power Equipment Operators Roto -mill, Roto - grinder $53.00 7A X. BP King Power Equipment Operators Saws - Concrete $52.58 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $53.00 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete 8 Carry All $52.58 7A King Power Equipment Operators Scrapers, Self - propelled: 45 $53.49 7A 3C 8P I h s: / /fortress.wa. ov /lni /wa elooku / rvWa elookup.aspx 4/3/2014 � g g PP g Page 10 of 17 ' h s: / /fortress.wa. ov/lni /wa elooku / rvWa elooku .as x 4/ 14 S ttp g g p p g p p 3/20 Yards And Over King Power Equipment Operators Service Engineers - Equipment $52.58 7A 3C 8P King Power Equipment 0 errators Shotcrete /gunite Equipment $50.22 ZA 3 8P King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 ZA 3C 3P King Power Equipment 0 erp ators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 ZA 3 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 7A 3C 8P King Power Equipment Operators Slipform Pavers $53.49 7A 3C 8P King Power Equipment O erg Spreader, Topsider & Screedman $53.49 7AA 3P f King Power Equipment Operators Subgrader Trimmer $53.00 7A 3C AR King Power Equipment Operators Tower Bucket Elevators $52.58 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $54.61 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $54.04 7A 3C 8P King F Power Equipment Operators Transporters, All Track Or Truck Type $53.49 7A 3C 8P King Power Equipment Operators Trenching Machines $52.58 7A 3C 8P King Power Equipment Operators Truck Crane Oiler /driver - 100 Tons And Over $53.00 7A 3C 2 F King Power Equipment Operators Truck Crane Oiler /driver Under 100 Tons $52.58 7A 3C 8P King Power Equipment Operators Truck Mount Portable Conveyor $53.00 7A 3C 3P i `. King Power Equipment Operators Welder $53.49 7A 3C 8P `King Power Equipment Operators Wheel Tractors, Farman Type $50.22 7A 3C 3P King Power Equipment Operators Yo Yo Pay Dozer $53.00 7A 3C 8P King Power Equipment Operators - Asphalt Plant Operators $53.49 7A 3C B 3 Underground Sewer a Water King Power Equipment Operators - Assistant Engineer $50.22 7A ,3C 3P Underground Sewer & Water King Power Equipment Operators- Barrier Machine (zipper) $53.00 7A 3C 3P Underground Sewer a Water King Power Equipment Operators- Batch Plant Operator, Concrete $53.00 7A 3C 3P Underground Sewer £t Water King t Power Equipment Operators- Bobcat $50.22 7A 3C 8P ' Underground Sewer ft Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $50.22 7A 3C 8P Underground Sewer & Water King Power Equipment Operators - Brooms $50.22 7A 3C 8P I Underground Sewer & Water h s: / /fortress.wa. ov/lni /wa elooku / rvWa elooku .as x 4/ 14 S ttp g g p p g p p 3/20 u iJ 1 r 1 r� Page 11 of 17 King Power Equipment Operators- Bump Cutter $53.00 7A 3C Underground Sewer ft Water King Power Equipment Operators- Cableways $53.49 Z ,3_C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $53.00 7A 3C 8P Underground Sewer Er Water King Power Equipment Operators- Compressor $50.22 7A 8P_ Underground Sewer Et Water s King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $53.49 7A 8C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine -laser Screed $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $53.00 7A X BE Underground Sewer Et Water King Power Equipment Operators- Conveyors $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $54.04 7A X 8P Underground Sewer Et Water t King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $54.61 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $53.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $54.61 7A 3C 8P Underground Sewer Et Water . King Power Equipment Operators- Cranes: Friction Over 200 Tons $55.17 7A 3C 8P Underground Sewer Et Water `} King Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $55.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $52.58 7A $P Underground Sewer Et Water King Power Equipment Operators- Crusher $53.00 7A X 8P Underground Sewer Et Water King Power Equipment Operators - Deck Engineer /deck Winches (power) $53.00 7A 3C Underground Sewer Et Water King Power Equipment Operators- Derricks, On Building Work $53.49 7A 3C 8P Ihttps: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 Page 12 of 17 ' 1 1 �I h s: / /fortress.wa. ov/lni/wa elooku / rvW elooku .as x 4/3/2014 r ttP g g PP � P P Underground Sewer £t Water King Power Equipment Operators- Dozers D -9 Et Under $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drilling Machine $53.00 7A 3C 8P Underground Sewer &t Water King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Gradechecker /stakeman $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $53.00 7A 3C 8P Underground Sewer &t Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. 8t Over $53.49 7A C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $53.00 7A 3C 8P Underground Sewer 8t Water i King Power Equipment Operators- Horizontal /directional Drill Locator $52.58 7A 3C $e Underground Sewer Et Water King Power Equipment Operators- Horizontal /directional Drill Operator $53.00 7A 8P Underground Sewer tt Water `King Power Equipment Operators- Hydralifts /boom Trucks Over 10 Tons $52.58 7A KC 8P Underground Sewer Et Water King Power Equipment Operators- Hydralifts /boom Trucks, 10 Tons And Under $50.22 7A K 8P Underground Sewer Et Water `King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $54.04 7A K BE , Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not Including 8 Yards $53.49 7A 3C 8P Underground Sewer Et Water King mower Equipment Operators- Loaders, Overhead Under 6 Yards $53.00 7A 3C BP Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $53.00 7A KC $P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $52.58 7A 3C 8P 5 Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $53.00 7A 3C 8P Underground Sewer Et Water s King fi Power Equipment Operators- Mechanics, All (leadmen - $54.04 7A 3C 8P 1 1 �I h s: / /fortress.wa. ov/lni/wa elooku / rvW elooku .as x 4/3/2014 r ttP g g PP � P P .i 1 LI i r 1 I ' I Page 13 of 17 https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx 4/3/2014 Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King ! Power Equipment Operators- Motor Patrol Grader - Non- finishing $52.58 7A 3C 8P Underground Sewer Et Water £King Power Equipment Operators- Motor Patrol Graders, Finishing $53.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And /or Shield $53.49 7A 3C 8P Underground Sewer Et Water f King Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $50.22 7A X $.P Underground Sewer Et Water 1 King Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators - Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $54.04 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $53.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pavement Breaker $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $53.00 7A 3C 8P i Underground Sewer Et Water King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $52.58 7A 3C $P I Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $50.22 7A 3C 8P ; Underground Sewer Et Water King Power Equipment Operators- Power Plant $50.22 7A 3C Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $50.22 7A E >R r Underground Sewer Et Water }King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $53.49 7A 3—C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $50.22 7A 3C 8P i ; Underground Sewer Et Water King r Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $53.49 7A 3C 8P7, Underground Sewer Et Water <King Power Equipment Operators- Rigger And Bellman $50.22 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $53.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Roller, Other Than Plant Mix $50.22 7A 3C 8P Underground Sewer 8 Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roto -mill, Roto- grinder $53.00 7A 3C 8P Underground Sewer Et Water F King Power Equipment Operators- Saws - Concrete $52.58 7A 3C 8P https://fortress.wa.gov/lni/wagelookup/PrvWagelookup.aspx 4/3/2014 Page 14 of 17 1 h tt P s: / /fortress.wa. ov/lni/w elooku P/ P rvWa g elooku P .as x 4/3/2014 , Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $53.00 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self - propelled: 45 Yards And Over $53.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Service Engineers - Equipment $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete /gunite Equipment $50.22 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P f Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 7A 3 Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 7A 8C Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Slipform Pavers $53.49 ZA 3C 8P Underground Sewer Et Water King r Power Equipment Operators- Spreader, Topsider Et Screedman $53.49 A 8P Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $53.00 7A 8C BE Underground Sewer Et Water I King Power Equipment Operators- Tower Bucket Elevators $52.58 ZA $P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $54.61 Z 8C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $54.04 ZA 3C BE Underground Sewer Et Water King Power Equipment Operators- Transporters, All Track Or Truck Type $53.49 ZA 3C 8P Underground Sewer Et Water King Power Equipment Operators- Trenching Machines $52.58 7A 3C Underground Sewer £t Water King Power Equipment Operators- Truck Crane Oiler /driver - 100 Tons And Over $53.00 7A 8C 8P Underground Sewer £t Water King Power Equipment Operators- Truck Crane Oiler /driver Under 100 Tons $52.58 ZA 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor $53.00 7A 8C $Q s Underground Sewer Et Water King Power Equipment Operators- Welder $53.49 7A 3C 8P Underground Sewer Et Water King 3 Power Equipment Operators- Wheel Tractors, Farmall Type $50.22 7A 3C 8P t Underground Sewer 8t Water ;King I. Power Equipment Operators- Yo Yo Pay Dozer $53.00 7A 3C 8P h tt P s: / /fortress.wa. ov/lni/w elooku P/ P rvWa g elooku P .as x 4/3/2014 , 1 L_] 1 1 1 1 Page 15 of 17 ' h s:Hfortress.wa. ov/lni/wa elooku / rvWa elookup.aspx 4/3/2014 � g g pP g Underground Sewer Et Water King Power Line Clearance Tree Trimmers Journey Level In Charge $44.86 5A 4A King Power Line Clearance Tree Trimmers Spray Person $42.58 5A 4A King Power Line Clearance Tree Trimmers Tree Equipment Operator $44.86 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer $40.08 5A 4A King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $30.20 5A 4A King Refrigeration Et Air Conditioning Mechanics Journey Level $72.46 6Z 1G King Residential Brick Mason Journey Level $50.12 5A 1M King Residential Carpenters Journey Level $28.20 1 ;King Residential Cement Masons Journey Level $22.64 1 $King Residential Drywall Applicators Journey Level $39.62 5D 1M King Residential Drywall Tapers Journey Level $50.871 5P 1E King Residential Electricians Journey Level $30.44 1 `King Residential Glaziers Journey Level $36.20 7L 1H King Residential Insulation Aolicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 I King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Pipefitters Journey Level $34.69 1 "King F Residential Refrigeration Et Air Journey Level $72.46 6Z BQ Conditioning Mechanics 4 King Residential Sheet Metal Workers Journey Level (Field or Shop) $41.84 7F 1 R King Residential Soft Floor Layers Journey Level $42.15 5A _3 D i 'King Residential Sprinkler Fitters (Fire Protection) Journey Level $42.48 5C 211 a King Residential Stone Masons Journey Level $50.12 5A 1M King Residential Terrazzo Workers Journey Level $46.96 5A 1M King Residential Terrazzo /Tile Finishers Journey Level $21.46 1 9 King Residential Tile Setters Journey Level $25.17 1 FKing Roofers Journey Level $44.71 5A 3H King Roofers Using Irritable Bituminous Materials $47.71 �A- 3H € King Sheet Metal Workers Journey Level (Field or Shop) $69.37 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $40.12 7M 1H King Shipbuilding Et Ship Repair Carpenter $38.24 70 3B King Shipbuilding Et Ship Repair Electrician $37.80 70 36 King Shipbuilding Et Ship Repair Heat a Frost Insulator $58.931 51 15 1 ' h s:Hfortress.wa. ov/lni/wa elooku / rvWa elookup.aspx 4/3/2014 � g g pP g Page 16 of 17 1 €King ShiQbuildi 8 Ship Repair Laborer $36.781 70 R King Shipbuilding Et Ship Repair Machinist $37.811 70 3B King Shipbuilding &B Shin —ir Rg Operator $40.15 70 32 King Shipbuilding Et Ship Repair Painter $37.79 70 313 King Shipbuilding Et Ship Repair Pipefitter $37.77 70 M King Shipbuilding &t Ship Repair Rigger $37.74 70 3B King Shi bup ilding Et Ship Repair Sandblaster $36.78 70 � King Shipbuilding £t Ship Repair Sheet Metal $37.74 70 . 3B King Shipbuilding Et Ship Re air Shipfitter $37.74 70 King Shipbuilding Et Ship Repair Trucker $37.59 70 3B King Shil2building Et Ship Repair Warehouse $37.64 70 King Shipbuilding Et Ship Repair Weider /Burner $37.74. 70 3B King Sign Makers Et Installers Electrical Sign Installer $22.92 1 j King Sign Makers Et Installers Electrical Sign Maker $21.36 1 King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical I King Soft Floor Layers Journey Level $42.15 5A 3D King Solar Controls For Windows Journey Level $12.44 1 FKing Sprinkler Fitters (Fire Protection) Journey Level $69.59 5C 1X King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $50.12 5A 1M King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 'King SunLeyors Assistant Construction Site Surveyor $52.58 7A 3C $Q King auDLeyors Chainman $52.06 7A $� King Surveyors Construction Site Surveyor $53.49 7A 3C 8P 'King Telecommunication Technicians Journey Level $22.76 1 s King Telephone Line Construction - Cable Splicer $36.01 5 2B g Outside King Telephone Line Construction - Hole Digger /Ground Person $20.05 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $34.50 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $36.01 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer 11 $35.27 5A 2B Outside t King Telephone Line Construction - Telephone Equipment Operator (Heavy) $36.01 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operatorl $33.47 5A 2B s https: / fortress.wa.gov/ni/ wa g elooku p / p rvWa elooku .as x 4/3/2014 ' UI Page 17 of 17 https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 Ou ide (Light) King Telephone Line Construction - Telephone Lineperson $33.47 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.04 5A 2B Outside King Telephone Line Construction - Television Lineperson /Installer $25.27 5A 2B Outside King Telephone Line Construction - Television System Technician $30.20 5A 2B Outside King Telephone Line Construction - Television Technician $27.09 5A 213 tside King Telephone Line Construction - Tree Trimmer $33.47 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1 M King Tile Setters Journey Level $21.65 1 i King King Tile, Marble It Terrazzo Finishers Traffic Control Stripers Finisher Journey Level $37.79 $42.33 5A 7A 1 B 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $48.87 5D 3A SL King Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $48.03 5D 3 8L King Truck Drivers Dump Truck &t Trailer $48.87 5D 3A 8L =King Truck Drivers Dump Truck (W. WA -Joint . Council 28) $48.03 5D 3A ALL King Truck Drivers Other Trucks (W. WA -Joint Council 28) $48.87 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 ;King Well Drillers 8 Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers 8t Irrigation Pump Oiler $12.97 1 Installers r King Well Drillers £t Irrigation Pump Well Driller $18.00 1 Installers https: // fortress. wa. gov/ lni /wagelookup /prvWagelookup.aspx 4/3/2014 1 Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 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. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one -half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday ' shall be paid at one and one -half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. 0 1 u G. The fast ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one -half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be ppid 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. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday N. All hours worked on Saturdays (except makeup days) shall be paid at one and one -half times the hourly rate of shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays and all other wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten (10) hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Labor Day shall be paid at three times the hourly rate of wage. Saturday shall be paid at double the hourly rate of wage. U. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on , Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one -half times the hourly rate of wage. ' R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. ' U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one -half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at ' double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make -up days due to conditions beyond the control of the employer)) shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be ' paid at double the hourly rate of wage. X. The fast four (4) hours after eight (8) regular hours Monday through Friday and the fast twelve (12) hours on , Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 ' workweek) and on Saturdays and holidays (except labor day). shall be paid at one and one -half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours ' and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 1 1 1 = 1 1 1 1 1 1 i 1 1 1, 1 1 1 1 1 i 1 Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one -half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one -half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one -half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one -half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten -hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one -half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one -half the straight time rate. Hours worked.over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. LJ Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 3. 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 rimes 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. 4. 5. D. 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 15% over the hourly rate of wage. All other hours worked after 6:00 am 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. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. ' F. All hours worked on Saturday shall be paid at one and one -half times the hourly rate of wage. All hours worked on Sunday shall be paid at two rimes 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 work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) rimes the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1 -1/2) times the regular rate of pay. , All hours worked on Saturdays shall be paid at one and one -half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work , week (Tuesday through Friday,) then Saturday may be worked as a voluntary make -up day at the straight time rate. However, Saturday shall not be utilized as a make -up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL ' BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 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). 4 1 7 `-i Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 ' 5. H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). ' I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6)• Holiday Codes Continued ' 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, i Independence Day, Labor Day, Thanksgiving Day, Day 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). 5 J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, ' Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, ' Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans'. Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). Day, Thanksgiving Day, Friday And Saturday P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The ' Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, ' Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). ' Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holiday Codes Continued ' 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, i Independence Day, Labor Day, Thanksgiving Day, Day 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). 5 6. 7. Holidav Codes Continued , A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding ' Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and , Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, , Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be ' observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid ' holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be 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. Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, ' Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after i 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. , Holidav Codes Continued , A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding ' Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and , Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, , Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be ' observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid ' holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be 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. Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 7. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls ' 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 fails 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. ' K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed - as a holiday on the preceding Friday. ' L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, ' Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ' N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. ' O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday. 11). Any holiday which falls on a Sunday shall be ' observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after ' Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after ' Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. ' R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be ' observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After ' Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 7 0 8. 1 Benefit Code Key — Effective 3 -5 -2014 thru 8 -30 -2014 Note Codes A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220' -$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on 'hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging-card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. iJ it r 0 7 1 � I � I [t General Decision Number: WA140001 03/14/2014 WA1 Superseded General Decision Number: WA20130001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date 0 01/03/2014 1 01/17/2014 2 01/24/2014 3 02/07/2014 4 02/21/2014 5 03/14/2014 CARP0001 -008 06/01/2013 Rates Fringes Carpenters: COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN (EAST OF THE 120TH MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1: ................... $ 30.66 12.87 GROUP 2: ................... $ 31.56 12.87 GROUP 3: ................... $ 31.64 12.87 GROUP 4 :...................$ 31.64 12.87 GROUP 5: ................... $ 62.58 12.87 GROUP 6 ....................$ 30.29 12.87 GROUP 7 ....................$ 31.29 12.87 GROUP 8 ....................$ 28.54 12.87 GROUP 9. .................$ 30.29 12.87 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1: ..................$ 30.66 12.87 GROUP 2: ................... $ 31.56 12.87 GROUP 3: ................... $ 31.64 12.87 GROUP 4:....... ..........$ 31.64 12.87 GROUP 5: ................... $ 70.78 12.87 GROUP 6: ................... $ 32.64 12.87 GROUP 7 ....................$ 35.39 12.87 GROUP 8 ....................$ 34.39 12.87 GROUP 9 ....................$ 34.39 12.87 CARPENTER & DIVER CLASSIFICATIONS: ' GROUP 1: Carpenter GROUP 2: Millwright, machine erector ' GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated ' material, on all piling GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: 7: Diver Standby, Bell /Vehicle or Submersible operator Not Under Pressure ' GROUP 8: Assistant Tender, ROV Tender /Technician GROUP 9: Manifold Operator -Mixed Gas , ZONE PAY: ZONE 1 0 -40 MILES FREE ' ZONE 2 41 -65 MILES $2.25 /PER HOUR ZONE 3 66 -100 MILES $3.25 /PER HOUR ZONE 4 OVER 100 MILES $4.75 /PER HOUR ' DISPATCH POINTS: CARPENTERS /MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever ' is closest to the.worksite). CARPENTERS /PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main , Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main , Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of ' established residence of employee (Whichever is closest to the worksite) . DEPTH PAY FOR DIVERS BELOW WATER SURFACE: , 50 -100 feet $2.00 per foot 101 -150 feet $3.00 per foot , 151 -220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: , 0 -25 feet Free ' 26 -300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The ' saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation ' hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications ' within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT ' certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. ' LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. ' LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit ". ' LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self - contained breathing apparatus or a supplied air line. -------------------------------------------------- CARP0003 -006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west ' to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ' ZONE 1: ' Rates Fringes Carpenters: CARPENTERS ..................$ 32.04 14.18 DIVERS TENDERS. .$ 36.34 14.18 DIVERS ......................$ 77.08 14.18 DRYWALL .....................$ 27.56 14.18 ' MILLWRIGHTS .................$ 32.19 14.18 PILEDRIVERS. .$ 33.04 14.18 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER'FOOT OVER 151 FEET Zone Differential (Add up Zone l rates): Zone 2 - ,$0.$5 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- CARP0770 -003 07/01/2012 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL ...................$ 25.93 12.60 CARPENTERS .................$ 25.83 12.60 DIVERS TENDER ..............$ 39.15 12.60 DIVERS .....................$ 87.20 12.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 37.07 12.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 36.22 12.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour ---------------------------------------------------------------- CARP0770 -006 07/07/2012 Rates Fringes Carpenters: WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS .......... $ 35.39 13.60 CARPENTERS ON CREOSOTE MATERIAL ...................$ 35.49 13.60 CARPENTERS .................$ 35.39 13.60 DIVERS TENDER ..............$ 39.15 13.60 DIVERS .....................$ 87.20 13.60 MILLWRIGHT AND MACHINE ERECTORS ...................$ 36.39 13.60 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 35.59 13.60 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen - Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26 -35 radius miles $1.00 /hour 36 -45 radius miles $1.15 /hour 46 -55 radius miles $1.35 /hour Over 55 radius miles $1.55 /hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26 -45 radius miles $ .70 /hour Over 45 radius miles $1.50 /hour -------------------------------------------------------------- ELEC0046 -001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 46.87 3% +15.96 ELECTRICIAN ......................$ 42.61 3% +15.96 ----------------=--------------------------------------------- * ELEC0048 -003 01/01/2014 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 42.63 19.11 ELECTRICIAN ......................$ 38.75 19.11 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following n listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31 -50 miles $1.50/hour Zone 2: 51 -70 miles $3.50 /hour Zone 3: 71 -90 miles $5.50 /hour Zone 4: Beyond 90 miles $9.00 /hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048 -029 01/01/2014 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER............ ......$ 42.63 19.11 ELECTRICIAN ......................$ 38.75 19.11 ---------------------------------------------------------------- ELEC0073 -001 07/01/2013 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 31.98 16.15 ELECTRICIAN ......................$ 29.07 16.15 ---------------------------------------------------------------- ELEC0076 -002 09/01/2013 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 37.71 22.47 ELECTRICIAN ......................$ 34.28 22.47 ---------------------------------------------------------------- ELEC0112