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AG 14-050RETURN TO: EXT: '3-10 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: JOHN MULKEY EXT: 2722 3. DATE REQ. BY:ASAP 4. TYPE OF DOCUMENT (CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC 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#): 14-050 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER NO.2 5. PROJECT NAME: S 320TH PRESERVATION PROJECT (11TH PL S TO I -5 LIMITED ACCESS) 6. NAME OF CONTRACTOR: MILES RESOURCES, LLC. ADDRESS: 400 VALLEY AVENUE NE, PUYALLUP, WA 98372 TELEPHONE:253 -383 -3585 E -MAIL: FAX: SIGNATURE NAME: JEFF THOMAS TITLE: VICE PRESIDENT 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 #104415 BL, EXP. 12/31/2014 UBI # 602870349 , EXP. 10/31/2014 8. TERM: COMMENCEMENT DATE: APRIL 7, 2014 COMPLETION DATE: UPON COMPLETION 9. TOTAL COMPENSATIO4&;?r�2 /$ 3�34TOTAL (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES E /NNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ESA0 IF YES, $ PAID BY: VCONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 306 - 4400 - 187 -595- 10. DOCUMENT/ CONTRACT REVIEW PROJECT MANAGER l5 DIVISION MANAGER ,mr DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) jx LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED 4 kc, ZS COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: /A01 I ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT m/S[GNATORY (CM OR DIRECTOR CITY CLERK 'ASSIGNED AG # LY SIGNED COPY RETURNED [RETURN ONE ORIGINAL COMMENTS: EXECUTE" 2 ORIGINALS INITIAL/ DATE SIGNED INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 11/9 AG #: 14 -050 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 2 CHANGE ORDER NUMBER S 320th Street Preservation Project (11th PI S to I -5 Limited Access) - STPUL- 1020(012) PROJECT TITLE July 30, 2014 EFFECTIVE DATE Miles Resources, LLC CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers the adjustment of existing monuments to grade after overlay, installation of roadway delineators, increase to the amount of catch basins and manholes adjusted and payment for lowering of manholes and catch basins not shown on the plans as summarized below: 1. After completion of Overlay adjust monument cases to grade per City of Federal Way detail 3- 36A. Total quantity is 3 adjustments. The adjustments will be paid under the new Bid Item 57, Adjust Monument to Grade at the agreed upon Unit Cost of $650.00 per Each. 2. The Contractor will install reflective delineators at the ends of the Type -C curb installed as part of the project. Total Quantity is 17 delineators. The delineators will be paid under the new Bid Item 58, Roadway Delineators at the agreed upon Unit Cost of $75 per Each. 3. The contractor lowered and raised catch basins and manholes prior to and after the overlay of the street. The manholes and catch basins were not shown in the plan for adjustment or were not included in the original bid unit cost. The Unit Cost for lowering manholes and catch basins is $350 per each. The quantity for Bid Item 27, Adjust Manhole is increased to 20 per each at the Bid Unit cost. The quantity for Bid Item 28, Adjust Catch Basin is increased to 4 each. Lowering utilities will be paid under the new Bid Item 59, Lower Manholes and Catch Basins at the agreed upon Unit Cost of $350 per each. Changes to the Bid Schedule - S 320th Street Preservation Project 1. Existing Bid Item 27 - Changes to the Bid Item result in an increase of $4,000 to the amount to be paid under this Bid Item for an additional 8 adjustments. 2. Existing Bid Item 28 — Changes to the Bid Item result in an increase of $1,500 to the amount to be paid under this Bid Item for an additional 3 adjustments. 3. Add New Bid Item 57 — Adjust Monument to Grade. This item will be paid for at the agreed unit cost of $650.00 per each for Three (3) adjustments. The cost associated with this change is $1950.00. 4. Add New Bid Item 58 — Roadway Delineator. This item will be paid for at the agreed upon unit cost of $75.00 per each for 17 Delineators. The cost associated with this change is $1,275.00. 5. Add New Bid Item 59 — Lower Manholes and Catch Basins — This item will be paid for at the agreed upon Unit cost of $350.00 per each for ten adjustments. The cost associated with this change is $3,500.00 The total net adjustment to the amount paid under the contract is an increase of $12,225.00 ti 1 Change Order No. Zcontinued Net Changes to the Bid Schedule — S 320th Preservation Project 2of2 Bid Item Description Existing Quantity Change Quantity Unit Unit Cost Change Item Total 27 Adjust Manhole 12 20 EA $500.00 $4000.00 28 Adjust Catch Basin 1 4 EA $500.00 $1,500.00 57 Adjust Monument to Grade 0 3 EA $650.00 $1,950.00 58 Roadway Delineator 0 17 EA $75.00 $1,275.00 59 Lower Manholes and Catch Basins 0 10 EA $350.00 $3,500.00 Total this Change Order 1 $12,225.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased. 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 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.. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CONTRACTOR'S SIGNATURE MAR N SALLOUM P.E., SIGNATURE DATE PUBLIC WORKS DIRECTOR iq $ 1,199,986.34 $ 0.00 $ 12,225.00 $ 1,212,211.34 RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIv: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: JOHN MULKEY EXT: 2722 3. DATE REQ. BY:ASAP 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC 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 #):14 -050 ❑ INTERLOCAL • OTHER CHANGE ORDER No. 1 5. PROJECT NAME: S 320TH PRESERVATION PROJECT (11TH PL S TO I -5 LIMITED ACCESS) 6. NAME OF CONTRACTOR: MILES RESOURCES LLC. ADDRESS: 400 VALLEY AVENUE NE, PUYALLUP, WA 98372 _ TELEPHONE:253- 383 -3585 E -MAIL: FAX: SIGNATURE NAME: JEFF THOMAS TITLE: VICE PRESIDENT 7. EXHIBITS AND ATTACHMENTS: Pi SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE 9 ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #104415 BL, EXP. 12 /31/2014 UBI # 602870349 , EXP. 10 /31/2014 8. TERM: COMMENCEMENT DATE: APRIL 7, 2014 COMPLETION DATE: UPON COMPLETION 9. TOTAL COMPENSATION: $0 CO 1/$1,199,986( TOTAL (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES XNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES q NO IF YES, $ PAID BY' ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE To: 306 - 4400 - 187 - 595 -30 -650 10. DOCUMENT/ CONTRACT REVIEW PROJECT MANAGER • DIVISION MANAGER • DEPUTY DIRECTOR r DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: 4191 114 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS Cl- LAW DEPT SIGNATORY (CM OR RECTOR 1l CITY CLERK ASSIGNED AG # SIGNED COPY RETURNED 99ETURN ONE ORIGINAL COMMENTS: EXECUTE ° 2 "ORIGINALS INITIAL/ DATE SIGNED E AG# 1 -DW DATE SENT: A -M '� INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 4I 30 j I 11/9 AG #: 14 -050 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 CHANGE ORDER NUMBER S 320th Street Preservation Project (11th PI S to I -5 Limited Access) - STPUL- 1020(012) PROJECT TITLE April 17, 2014 EFFECTIVE DATE Miles Resources, LLC CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the changes to the Contract Documents as summarized below: Delete Section 5- 04.3(7)A Mix Design - in the Special Provisions Insert the following APWA General Special Provisions 5- 04.3(7)A2 Statistical or Nonstatistical Evaluation Delete this section and replace it with the following: 5- 04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350 -042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9- 03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The proposed mix design indicated on a WSDOT mix design /anti -strip report that is within one year of the approval date The proposed HMA mix design submittal (Form 350 -042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Change Order No. 1 continued 2 of 3 5- 04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9- 03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5- 04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5- 04.3(8)A4 is supplemented with the following: For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. 5- 04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. 5- 04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5- 04.5(1)6 Price Adjustments for Quality of HMA Compaction (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Change Order No. 1 continued The maximum CPF of a compaction lot is 1.00. 3of3 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. Net Changes to the Bid Schedule — S 320th Preservation Project The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased. 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 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.. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW SIGNATURE UNT SALLOUM P.E., SIGNATURE DATE DIRECTOR OF PUBLIC WORKS $ 1,199,986.34 $ 0.00 $ 0.00 $ 1 199,986.34 Change Bid Existing Change Unit T Item Item Description Quantity Quantity Unit Cost Total Total this Change Order 1 $0.00 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased. 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 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.. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW SIGNATURE UNT SALLOUM P.E., SIGNATURE DATE DIRECTOR OF PUBLIC WORKS $ 1,199,986.34 $ 0.00 $ 0.00 $ 1 199,986.34 RETURN TO: �` ` EXT: ? „� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS / • ATTACH:,ISIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS 2. ORIGINATING STAFF PERSON: yr i , `— i EXT: 3. DATE REQ. BY: J Ind G / 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) 'CR' PUBLIC 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 #): Cl INTERLOCAL • OTHER - p I LI - I L-, 2- h 5. PROJECT NAME: L-C%t� IT Y {�T Prf_5e-v-,7 t. 6. NAME OF CONTRACTOR: / ' I'e-S & l S ADDRESS: '( 04 Z- E-MAIL: SIGNATURE NAME: Se i�S TELEPHONE: FAX: p TITLE: VI f . 7. EXHIBITS AND ATTACHMENTS: tT SCOPE, WORK OR SERVICES ❑ COMPENSATION R- INSURANCE REQUIREMENTS /CERTIFICATE BALL OTHER REFERENCED EXHIBITS 9 PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #0401/4"l S 001-014 BL, EXP. 12/31/ UBI #60Z L471) 3f9' , EXP. /0 /3! 8. TERM: COMMENCEMENT DATE: I%b n /Lr�� rrG n r0[D G(/� COMPLETION DATE: � µt — e I eg-" 9. TOTAL COMPENSATION: $ 1 &9 5'/ (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ;ENO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ;&NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY jo PURCHASING: PLEASE CHARGE TO: 3O6 yy ©�-�pj7 -�gS =3D -6S D 10. DOCUMENT/ CONTRACT REVIEW � PROJECT MANAGER ❑ DIVISION MANAGER � DEPUTY DIRECTOR ,DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) -,LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL/ DATE RE 1E ED h—) 1 INITIAL / DATE APPROVED L Z- 20 -1� COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR / DATE SENT: 3 11el (14 DATE RECD: 3 -a 55 1 —+ • ATTACH:,ISIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS IN TIAL/ DATE SIGNED `J LAW DEPT - C ?C SIGNATORY (NjAiCOR oR DIRECTOR) $ CITY CLERK XA v - I [ Ass[GNEDAG# AG# SIGNED COPY RETURNED DATE SENT: 2- LQ 1 'WRETURN49?#E ORIGINALS COMMENTS: ova EXECUTE "3 " ORIGINALS 11/9 `CITY OF Federal March 14, 2014 Mr. Scott Droppelman Miles Resources, LLC 400 Valley Ave NE Puyallup, WA 98372 CITY HALL Way 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 www. cityoffederalway.. com Re: STPUL - 1020(0012) S 320`* Street Preservation Project (RFB 14 -102) Pre - Construction Meeting Dear Mr. Droppleman: A pre - construction meeting has been scheduled for 2:00 p.m., Tuesday, April 1St, at the City of Federal Way City Hall in the Hylebos Conference Room. Please provide the following minimum items at this meeting as required per the WSDOT Standard Specifications Section 1 -02.15 and the Special Provisions: 1. A breakdown of all lump sum items; 2. A preliminary progress schedule for the work; 3. Traffic Control Plans if using other than provided; 4. A preliminary schedule for submittal of any shop drawings and material approvals; and 5. A list of material sources for approval if applicable. If you, or your designees, have any questions regarding the project do not hesitate to call me at (253) 835 -2722 or by email at john .mulkgy @cityoffederalway.com . Sincerely, ohn Mulkey, P.E. Street Systems Project Engineer JM: cc: WSDOT, Phil Segami, NW Region H &LP, PO Box 330310, Seattle, WA 98133 -9170 WSDOT, Renae Larsen, NW Region H &LP, PO Box 330310, Seattle, WA 98133 -9170 PSE, Anita Yurovchak, Municipal Construction Planner, 3130 S 381h St TAC -ANX, Tacoma, WA 98409 Comcast Cable Communications, Jerry Steele, Construction Coordinator, 4020 Auburn Way N, Auburn, WA 98002 Metro Transit, Lori Kettridge, Facility Planner, 201 S Jackson St, MS- KSC -TR -0413, Seattle, WA 98104 Century Link, Tonna Baruso, Sr. Design Engineer, 23315 661h Ave S, Suite 100, Kent, WA 98032 Lakehaven Utility District, Wes Hill P.E., Project Engineer PO Box 4249, Federal Way, WA 98063 -4249 Federal Way School District, Cindy Wendland, Transportation Director, 1211 S 332d Street, Federal Way, WA 98003 King County Traffic Operations, Mark Parrett, Signal Technician Lead, 155 Monroe Ave NE, Bldg B, MS RSD -TR- 0100, Renton, WA 98056 SKFR, Cpt. Gordon Goodsell, Asst. Fire Marshall, 31617 1' Ave S, Federal Way, WA, 98003 -5201 Chris Ingraham, Deputy Fire Marshall, 31617 1" Ave S, Federal Way, WA, 98003 -5201 Steve Yester, Principal, Sycal Services, P.O. Box 827, Tacoma, WA 98401 Lieutenant Kurt Schwan, Federal Way Department of Public Safety Marwan Salloum, Deputy Public Works Director Rick Perez, City Traffic Engineer Ryan Thomas, Surface Water Maintenance Supervisor Gene Greenfield, Streets Maintenance Supervisor Project File Day File k: \streets \projects \s320th street preservation project \construction \precon \s 320th preservation project precon letter.docx �MILES ------ _RESOURCES 400 Valley Ave. NE / Puyallup, WA 98372 - Office (253) 383 -3585 - Fax (253) 572 -8648 - MILESRL897RK LETTER OF TRANSMITTAL To: SAMPLE City of Federal Way 33325 8 Ave South Federal Way, WA 98003 -6325 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter DATE: 3/25/2014 JOB NO.: 14029 Transmittal No. 001 Attn: John Mulkey RE: S. 320 St. Preservation Project RFB# 14 -102 STPUL- 1020(012) Contract Administrator ® Attached ❑ Under separate cover via ❑ Prints ❑ Plans ❑ Change order ❑ ❑ Samples ❑ Specifications COPIES DATE No. of pages DESCRIPTION 3 Executed Contracts THESE ARE TRANSMITTED as checked below: the following items: ❑ For approval ❑ ❑ For your use ❑ ❑ As requested ❑ ❑ For review and comment ❑ FOR BIDS DUE REMARKS: Approved as submitted Approved as noted Returned for corrections 20 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ ❑ PRINTS RETURNED AFTER LOAN TO US Best Regards, Angela M. Reis - email address: angi.reisna,milesresources.com Contract Administrator 03/291412:02 PM Alk . ....... Ir A?II1 1111 lu :to] x4i i City 'Federal Way Public Wvorks; Department 333,25f�qhtfi.A venue South Federal Way, WA 98003 S 320th St Preservation Project RFB 14 -102 Addendum No. 1 February 10, 2014 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents and Specifications for S 320`x' Street Preservation Project is amended as follows: Attachment C — Bid Schedule The Bid Item No. 10 — Portable Changeable Message Sign Unit is revised to read 56 Day. Please replace Attachment C — Bid Schedule pages 25 through 27. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS Delete a paragraph under Section 8- 20.3(14) Signal Systems line 9 through 14 page 102 "Section 8- 20.3(14) is supplemented with the following: (August 10, 2009 WSDOT NWR) Temporary Video Detection System Temporary video detection systems shall be completely installed and made operational prior to any associated induction loops being disabled ". Add a second paragraph to Existing Traffic Loops section line 10 through 12 page 103 "Loop installation and planing activities shall be coordinated so that all permanent loops called out on the plans are installed within four (4) calendar days after the existing loops were taking out of services ". Add a sentence to Section 8 -20.4 Measurement line 33 page 105 "Loop Installation ", will be measured per each. Add a sentence to Section 8 -20.5 Payment line 41 page 105 "Loop Installation ", per each. PREVAILING WAGES AND BENEFIT CODE KEY (APPENDIX C) Replace Federal Wage Determinations for Highway Construction (pages 1 through 46) with the current modification Federal Wage Determinations for Highway Construction. The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY Jeff Huynh Street Systems Engineer JH: kAstreets \projects \S 3200' St Preservation Project \RFMaddendural.doc 1 ATTACHMENT C CITY OF FEDERAL WAY S 320TH STREET PRESERVATION PR03ECT 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 amounts). All figures must be clearly legible. Bids with Illegible figures in th Unit Price column will be rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for any FL.......: -L -H - . -A .....4 s...a., l.. -4...H 4... .. .....L..A - n....Fn «m ki.— City of Federal Way S 320th Street Preservation Project PWC ver. 1 -08 Page 25 RFB # 14 -102 2014 ITEM NO. Spec. Section ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE Amount 1 1 -07 SPCC PLAN 1 LS 2 1 -09 MOBILIZATION 1 LS 3 1 -10 OFF -DUTY UNIFORMED POLICE OFFICER 1 FA $27 000.00 $27,000.00 4 1 -10 TRAFFIC CONTROL SUPERVISOR 380 HR 5 1 -10 OTHER TEMPORARY TRAFFIC CONTROL 1 LS 6 1 -10 FLAGGERS AND SPOTTERS 2300 HR 7 1 -10 OTHER TRAFFIC CONTROL LABOR 200 HR 8 1 -10 CONSTRUCTION SIGN CLASS A 208 SF 9 1 -10 SEQUENTIAL ARROW SIGN 4510 HR 10 1 -10 PORTABLE CHANGEABLE MESSAGE SIGN 56 DAY 11 2 -01 ROADSIDE CLEANUP 1 FA $5,000.001 $5,000.00 12 2 -02 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS 13 2 -02 SAWCUTTING 9864 LF 14 2 -02 REMOVING ASPHALT CONC. PAVEMENT 196 SY 15 2 -02 REMOVING CEMENT CONC. PAVEMENT 135 SY 16 2 -02 REMOVING CEMENT CONC. SIDEWALK 100 SY 17 2 -02 REMOVING CONC. EXTRUDED CURB 2340 LF 18 2 -02 REMOVING CEMENT CONC. CURB & GUTTER 70 LF 19 2 -02 REMOVING TYPE C CURB 2170 LF 20 2 -02 REMOVING PAVEMENT MARKINGS 1 LS 21 2 -03 ROADWAY EXCAVATION INCL. HAUL 1705 CY 22 4 -04 CRUSHED SURFACING TOP COURSE 200 TON City of Federal Way S 320th Street Preservation Project PWC ver. 1 -08 Page 25 RFB # 14 -102 2014 23 5 -04 PLANING BITUMINOUS PAVEMENT 14220 SY 24 5 -04 HMA CL. 1/2 IN PG 64 -22 6050 TON 25 5 -04 HMA CL. 1/2 IN PG 64-22 FOR PRELEVELING 97 TON 26 5 -04 HMA CL. 1/2 IN PG 6422 FOR PAVEMENT REPAIR 900 TON 27 7 -05 ADJUST MANHOLE 12 EA 28 7 -05 ADJUST CATCH BASIN 1 EA 29 8 -01 EROSION /WATER POLLUTION CONTROL 1 FA $5,000.00 $5,000.00 30 8 -01 INLET PROTECTION INSERT 53 EA 31 8 -02 TOPSOIL TYPE A 10 CY 32 8-02 SOD LAWN INCL. 4 IN TOPSOIL 8 SY 33 8 -02 BARK OR WOOD CHIP MULCH 40 CY 34 8 -04 CEMENT CONC. CURB & GUTTER 70 LF 35 8 -04 EXTRUDED CURB, TYPE 6 2340 LF 36 8 -07 PRECAST TYPE C BLOCK TRAFFIC CURB 2490 LF 37 8 -09 RAISED PAVEMENT MARKER TYPE 2 10 HUND 38 8 -09 HYDRANT MARKER, TYPE 2B 12 EA 39 8 -14 CEMENT CONC. SIDEWALK 135 SY 40 8 -14 CEMENT CONC. CURB RAMP TYPE PARALLEL 2 EA 41 8 -14 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR 6 EA 42 8 -20 PEDESTRIAN PUSH BUTTON INSTALLATION - S 320TH ST & 23RD AVE S, COMPLETE 1 LS 43 8 -20 VIDEO DETECTION INSTALLATION - S 320TH ST & 25TH AVE S, COMPLETE 1 LS 44 8 -20 LOOP INSTALLATION 16 EA 45 8 -22 PAINT LINE 6030 LF 46 8 -22 PROFILED PLASTIC LINE 17355 LF 47 8 -22 PROFILED PLASTIC WIDE LANE LINE 4161 LF 48 8 -22 PLASTIC CROSSWALK LINE 1775 SF 49 8 -22 PLASTIC STOP LINE 533 LF 50 8 -22 PLASTIC TRAFFIC ARROW 55 EA 51 1 8 -22 1PLASTIC HOV SYMBOL 1 9 1 EA City of Federal Way S 320th Street Preservation Project RFB # 14-102 PWC ver. 1 -08 Page 26 2014 n n 52 8 -22 PLASTIC WIDE DOTTED LINE 1193 LF 53 8 -22 PLASTIC DOTTED EXTENSION LINE 769 LF 54 1 8 -23 TEMPORARY PAVEMENT MARKING 8139 LF 55 8 -23 TEMPORARY RAISED PAVEMENT MARKERS 0.60 HUND 56 8 -23 REMOVING TEMPORARY RAISED PAVEMENT MARKERS 0.60 HUND City of Federal Way S 320th Street Preservation Project PWC ver. 1 -08 Page 27 TOTAL = $ RFB # 14-102 2014 Page 11 General Decision Number: WA140001 02/07/2014 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 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: ................... $ 31.5 6 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 WA140001 Modification 3 Federal Wage Determinations for Highway Construction 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: 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). WA140001 Modification 3 Federal Wage Determinations for Highway Construction DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 'll ' 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. ' WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 13 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 +$1.00 per hour - This level utilizes a fully encapsulated suit or a supplied air with a line. self- contained breathing apparatus ' WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 13 Page 14 CARP0003 -006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Carpenters: CARPENTERS. ...............$ 32.04 DIVERS TENDERS ..............$ 36.34 DIVERS ......................$ 77.08 DRYWALL .....................$ 27.56 MILLWRIGHTS .................$ 32.19 PILEDRIVERS .................$ 33.04 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 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 Fringes 14.18 14.18 14.18 14.18 14.18 14.18 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page I5 CARP0770 -003 07/01/2012 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL ...................$ 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 WA140001 Modification 3 Federal Wage Determinations for Highway Construction CARP0770 -006 07/07/2012 Rates Fringes Carpenters: Page 16 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 Bremerton Anacortes MATERIAL ...................$ 35.49 13.60 CARPENTERS .................$ 35.39 13.60 DIVERS TENDER ..............$ 39.15 13.60 DIVERS .....................$ 87.20 13.60 MILLWRIGHT AND MACHINE Pt. Townsend 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 $1.50 /hour WA140001 Modification 3 Federal Wage Determinations for Highway Construction v Page 17 ---------------- - - - - -- - - - - - -- --------------------- ELEC0046 -001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 4687-------- ELECTRICIAN �������������������� % +15 96- 3% +15.96 - -- -42.61 ELECO048 -003 01/01/2014 -3 - - - - -- ' 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 listed cities: following 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 $9.00 /hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ' ---------------------------------------------------------------- ELECO048 -029 01/01/2014 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 42.63 19.11 ELECTRICIAN ......................$ 38.75 ------------ ----------- ---------------------------------------- ELEC0073 -001 07/01/2013 19.11 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 31.98 16.15 ELECTRICIAN ......................$ 29.07 16.15 1 WA140001 Modification 3 Federal Wage Determinations for Highway Construction v Page 17 ---------------------------------------------------------------- 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 -005 07/01/2013 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 18 ' Rates Fringes CABLE SPLICER ....................$ 38.90 17.35 ELECTRICIAN ......................$ 37.05 17.29 ---------------------------------------------------------------- ELEC0191 -003 06/01/2013 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 42.91 17.39 ELECTRICIAN ......................$ 39.01 17.39 ELECO191 -004 07/01/2013 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 39.50 17.30 ELECTRICIAN ......................$ ---------------------------------------------------------- 35.91 17.30 - - - - -- WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 18 ' ENG10302 -003 06/01/2013 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0 -25 radius miles): Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA140001 Modification 3 Federal Wage Determinations for Highway Construction Rates Fringes Power equipment operators: Group 1A ...................$ 37.39 16.65 Group 1AA ..................$ 37.96 16.65 Group 1AAA .................$ 38.52 16.65 Group 1 .....................$ 36.84 16.65 Group 2 .....................$ 36.35 16.65 Group 3 .....................$ 35.93 16.65 Group 4 .....................$ 33.57 16.65 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 110 GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe- 3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto- mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox- roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws- concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator WA140001 Modification 3 Federal Wage Determinations for Highway Construction I � I 1 I � I � I 1 J I � I � I � F1 Page 1 11 Category B Projects: 950 of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. A Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities 1 excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. IHANDLING OF HAZARDOUS WASTE MATERIALS: Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima WA140001 Modification 3 Federal Wage Determinations for Highway Construction Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima WA140001 Modification 3 Federal Wage Determinations for Highway Construction POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9, HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer /Deck Winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal /directional drill operator; Loaders - overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers - asphalt plant; Motor patrol graders- finishing; Piledriver (other than crane mount); Roto - mill,roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes -over 75 hp; Transfer material service machine - shuttle buggy, blaw knox- roadtec; Truck crane oiler /driver -100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 112 1 1 1 1 1 1 t GROUP 3 - Conveyors; Cranes -thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside hoists - (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loader - elevating type, belt; Motor patrol grader- nonfinishing; Plant oiler- asphalt, crusher; Pumps- concrete; Roller, plant mix or multi -lift materials; Saws - concrete; Scrpers- concrete and carry -all; Service engineer- equipment; Trenching machines; Truck Crane Oiler /Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine -laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift- permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete /gunite equipment operator CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES MAY BE PAID ON THE FOLLOWING: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 113 outfitted with protective clothing. H -2 Class "C" Suit - Base wage rate plus $.25 per hour. H -3 Class "B" Suit - Base wage rate plus $.50 per hour. H -4 Class "A" Suit - Base wage rate plus $.75 per hour. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 113 Page 114 ENGI0370 -002 06/01/2013 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes Power equipment operators: GROUP 1 .....................$ 25.56 12.85 GROUP 2 .....................$ 25.88 12.85 GROUP 3 .....................$ 26.49 12.85 GROUP 4 .....................$ 26.65 12.85 GROUP 5 .....................$ 26.81 12.85 GROUP 6 .....................$ 27.09 12.85 GROUP 7 .....................$ 27.36 12.85 GROUP 8 .....................$ 28.46 12.85 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro- seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler- Driver (CLD required) & Cable Tender, Mucking Machine WA140001 Modification 3 Federal Wage Determinations for Highway Construction I � I � I � I � I � I � I � I � 1 t WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 115 GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable- concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self - propelled); ' Railroad Power Tamper Operator (self - propelled); Railroad Tamper Jack Operator (self - propelled; Spray Curing Machine (concrete); Spreader Box (self - propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer /Tractor (up to D -6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze - Crete, flow - Crete, pump - crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front -end, under 4 yds. R /T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R /T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re- screening); Vacuum Drill (reverse circulation drill under 8 inch bit) t WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 115 GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self - propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self - propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front -end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber - tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator ( REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning /Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front -end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator WA140001 Modification 3 Federal Wage Determinations for Highway Construction 1 Page 116 1 1 fl t 1 11 1 it GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front -end, 10 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ---------------------------------------------------------------- ENGI0612 -012 06/01/2013 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0 -25 radius miles): Rates Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA J 1 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Fringes 16.65 16.65 16.65 16.65 16.65 16.65 16.65 Page 117 Power equipment operators: GROUP 1A.......•••..••••••.$ 37.39 GROUP 1AA.. .$ 37.96 GROUP 1AAA .................$ 38.52 GROUP GROUP 1 .....................$ 2 .....................$ 36.84 36.35 GROUP 3. .$ 35.93 GROUP 4 .....................$ 33.57 Zone Differential (Add to Zone 1 rates): Zone 2 (26 -45 radius miles) = $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA J 1 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Fringes 16.65 16.65 16.65 16.65 16.65 16.65 16.65 Page 117 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders - overhead, 8 yards and over; Shovels, excavator, backhoes -6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane - overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and /or shield; Quad 9 HD 41, D -10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self- propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane - Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer /deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto- grinder; Screedman, spreader, topside operator -Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine - shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler /driver -100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 118 1 1 1 11 U GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger- mechanical; Power plant; Pumps- water; Rigger and Bellman; Roller -other than plant mix; wheel Tractors, farmall type; Shotcrete /gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 119 GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D -9 and under; Forklift -3000 lbs. and over with attachments; Horizontal /directional drill locator; Outside Hoists- (elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts /boom trucks over 10 tons; Loaders - elevating type, belt; Motor patrol grader - nonfinishing; Plant oiler- asphalt, crusher; Pump- Concrete; Roller, plant mix or multi -lfit materials; Saws - concrete; Scrapers, concrete and carry all; Service engineers- equipment; Trenching machines; Truck crane oiler /driver under 100 tons; Tractors, backhoe under 75 hp 11 U GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts /boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger- mechanical; Power plant; Pumps- water; Rigger and Bellman; Roller -other than plant mix; wheel Tractors, farmall type; Shotcrete /gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H -1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H -2 Class "C" Suit - Base wage rate plus $ .25 per hour. H -3 Class "B" Suit - Base wage rate plus $ .50 per hour. H -4 Class "A" Suit - Base wage rate plus $ .75 per hour. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 119 ENG10701 -002 01/01/2014 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Power equipment operators: (See Footnote A) GROUP 1 .....................$ 38.25 GROUP 1A ....................$ 40.16 GROUP 1B ....................$ 42.08 GROUP 2 .....................$ 36.56 GROUP 3 .....................$ 35.54 GROUP 4 .....................$ 34.56 GROUP 5 .....................$ 33.43 GROUP 6 .....................$ 30.34 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Fringes 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 1 Page 120 1 1 1 1 J 1 ' For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone IT pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 121 Page 122 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CONCRETE: Batch Plant and /or Wet Mix Operator, three units or more; CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments; FLOATING EQUIPMENT: Floating Crane, 150 ton but less than 250 ton GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and over GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over; FLOATING EQUIPMENT: Floating Crane 350 ton and over GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto Mill, pavement profiler, operator, 6 foot lateral cut and over; BLADE: Auto Grader or "Trimmer" (Grade Checker required); Blade Operator, Robotic; BULLDOZERS: Bulldozer operator over 120,000 lbs and above; Bulldozer operator, twin engine; Bulldozer Operator,tandem, quadnine, D10, D11, and similar type; Bulldozere Robotic Equipment (any type; CONCRETE: Batch Plant and /or Wet Mix Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER /WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; CRUSHER: Crusher Plant Operator; FLOATING EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons; LOADERS: Loader operator, 120,000 lbs. and above; REMOTE CONTROL: Remote controlled earth - moving equipment; RUBBER -TIRED SCRAPERS: Rubber - tired scraper operator, with tandem scrapers, multi- engine; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel, Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required); Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour; Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote or otherwise; HYDRAULIC HOES - EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); WA140001 Modification 3 Federal Wage Determinations for Highway Construction I � I � n n I � I � I � I � I � I � I � Page 123 GROUP 3: BULLDOZERS: Bulldozer operator, over 70,000 lbs. up to and including 120,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); FORKLIFT: Rock Hound Operator; HYDRAULIC HOES- EXCAVATOR: excavator over 80,000 lbs. through 130,000 lbs.; LOADERS: Loader operator 60,000 and less than 120,000; RUBBER -TIRED SCRAPERS: Scraper Operator, with tandem scrapers; Self - loading, paddle wheel, auger type, finish and /or 2 or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR: Shovel, Dragline, Clamshell operators 3 cu. yds. but less than 5 cu yds. GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screeman required); BLADE: Blade operator; Blade operator, finish; Blade operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi- engine; BULLDOZERS: Bulldozer Operator over 20,000 lbs and more than 100 horse up to 70,000 lbs; Drill Cat Operator; Side -boom Operator; Cable -Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Stump Grinder (loader mounted or similar type; Tub Grinder; Land Clearing Machine (Track mounted forestry mowing & grinding machine); Hydro Axe (loader mounted or similar type); COMPACTORS SELF - PROPELLED: Compactor Operator, with blade; Compactor Operator, multi- engine; Compactor Operator, robotic; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer; Concrete Breaker; Reinforced Tank Banding Machine (K -17 or similar types); Laser Screed; CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Hoist Operator, two (2) drum; Hoist Operator, three (3) or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator up to twenty (25) ton; Bridge Crane Operator, Locomotive, Gantry, Overhead; Cherry Picker or similar type crane; Carry Deck Operator; Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; CRUSHER: Generator Operator; Diesel - Electric Engineer; Grizzley Operator; Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Diesel - electric Engineer; Jack Operator, elevating barges, Barge Operator, self - unloading; Piledriver Operator (not crane type) (Deckhand required); Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel - Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel - electric Engineer; GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail Auger Operator (all types); Combination Guardrail machines, i.e., punch auger, etc.; HEATING PLANT: Surface WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 124 Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 25,000 lbs and less than 60,000 lbs; Elevating Grader Operator by Tractor operator, Sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; Piledriver Operator (not crane type); PIPELINE, SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning Decontamination Machine Operator; Ultra High Pressure Water Jet Cutting Tool System Operator /Mechanic; Vacuum Blasting Machine Operator /mechanic; REPAIRMEN, HEAVY DUTY: Diesel Electric Engineer (Plant or Floating; Bolt Threading Machine operator; Drill Doctor (Bit Grinder); H.D. Mechanic; Machine Tool Operator; RUBBER -TIRED SCRAPERS: Rubber -tired Scraper Operator,single engine, single scraper; Self- loading, paddle wheel, auger type under 15 cu. yds.; Rubber -tired Scraper Operator, twin engine; Rubber -tired Scraper Operator, with push- ull attachments; Self Loading, paddle wheel, auger type 15 cu. yds. and over, single engine; Water pulls, water wagons; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric Engineer; Stationay Drag Scraper Operator; Shovel, Dragline, Clamshell, Operator under 3 cy yds.; Grade -all Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders, Ulrich and similar types; TRACTOR - RUBBERED TIRED: Tractor operator, rubber - tired, over 50 hp flywheel; Tractor operator, with boom attachment; Rubber -tired dozers and pushers (Michigan, Cat, Hough type); Skip Loader, Drag Box; TRENCHING MACHINE: Trenching Machine operator, digging capacity over 3 ft depth; Back filling machine operator; TUNNEL: Mucking machine operator WA140001 Modification 3 Federal Wage Determinations for Highway Construction GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and Reconditioner Operator (any type); Roto -Mill, pavement profiler, ground man; BULLDOZERS: Bulldozer operator, 20,000 lbs. or less or 100 horse or less; COMPRESSORS: Compressor Operator (any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumperete Operator (any type); Pavement Grinder and /or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller - Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete mixer operator, single drum, under (5) bag capacity; Cast in place pipe laying machine; maginnis Internal Full slab vibrator operator; Concrete finishing mahine operator, Clary, Johnson, Bidwell, Burgess Bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and /or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms in tunnels; Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A -frame Truck Operator, Double drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR: Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and Earth Boring Machine Operator; Vacuum Truck; Directional Drill Operator over 20,000 lbs pullback; FLOATING EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and /or robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; LOADERS: Loaders, rubber- tired type, less than 25,000 lbs; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; Elevating loader operator, Athey and similar types; OILERS: Service oiler (Greaser); PIPELINE -SEWER WATER: Hydra hammer or simialr types; Pavement Breaker Operator; PUMPS: Pump Operator, more than 5 (any size); Pot Rammer Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi- Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat wagon DJBs Volvo similar types; Conveyored material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self - propelled; Pulva -mixer or similar types; Chiip Spreading machine operator; Lime spreading operator, construction job siter; SWEEPERS: Sweeper operator (Wayne type) self - propelled construction job site; TRACTOR- RUBBER TIRED: Tractor operator, rubber - tired, 50 hp flywheel and under; Trenching machine operator, maximum digging capacity 3 ft depth; TUNNEL: Dinkey WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 126 GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with screed; COMPRESSORS: Compressor Operator (any power), under 1,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); Wire Mat or Brooming Machine Operator; CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler Driver; A -frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; CRUSHER: Crusher oiler; Crusher feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: Self- propelled Scaffolding Operator, construction job site (exclduing working platform); Fork Lift or Lumber Stacker Operator, construction job site; Ross Carrier Operator, construction job site; Lull Hi -Lift Operator or Similar Type; GUARDRAIL EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bobcat, skid steer (less than 1 cu yd.); Bucket Elevator Loader Operator, BarberGreene and similar types; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler- Driver; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Rigger; PIPELINE -SEWER WATER: Tar Pot Fireman; Tar Pot Fireman (power agitated); PUMPS: Pump Operator (any power); Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler, Grade Oiler (required to check grade); Grade Checker; Fireman; SWEEPER: Broom operator, self propelled, construction job site; SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine operartor, mechanical, self - propelled; Hydrographic Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade Oiler; TUNNEL: Conveyor operator; Air filtration equipment operator WA140001 Modification 3 Federal Wage Determinations for Highway Construction IRON0014 -005 07/01/2013 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.60 21.35 ---------------------------------------------------------------- IRON0029 -002 07/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 34.12 21.35 ---------------------------------------------------------------- IRON0086 -002 07/01/2013 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 31.60 21.35 ---------------------------------------------------------------- IRON0086 -004 07/01/2013 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES IRates Fringes IRONWORKER .......................$ 38.14 21.35 ---------------------------------------------------------------- WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 127 LAB00001 -002 06/01/2013 ZONE 1: Rates Fringes Page 128 ' Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,SKAGIT, SNOHOMISH,THURSTON AND WHATCOM COUNTIES GROUP 1 ....................$ 22.19 9.85 GROUP 2 ....................$ 25.41 9.85 GROUP 3 ....................$ 31.76 9.85 GROUP 4 ....................$ 32.53 9.85 GROUP 5 ....................$ 33.06 9.85 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIMA COUNTIES GROUP 1 ....................$ 18.73 9.85 GROUP 2 ....................$ 21.47 9.85 GROUP 3 ....................$ 23.51 9.85 GROUP 4 ....................$ 24.08 9.85 GROUP 5 ....................$ 24.49 9.85 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 129 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer /Cleaner (detail clean -up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean -up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper- Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper- Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper /Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder- Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller- Power; Raker - Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re- Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self - contained breathing apparatus or a supplied air line). WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 130 LAB00238 -004 06/01/2013 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER ( PASCO) WA140001 Modification 3 Federal Wage Determinations for Highway Construction GROUP 1 .....................$ 22.00 10.65 GROUP 2 .....................$ 24.10 10.65 GROUP 3 .....................$ 24.37 10.65 GROUP 4 .....................$ 24.64 10.65 GROUP 5 .....................$ 24.92 10.65 LABORER (SPOKANE) GROUP 1 .....................$ 21.70 10.65 GROUP 2 .....................$ 23.80 10.65 GROUP 3 .....................$ 24.07 10.65 GROUP 4 .....................$ 24.34 10.65 GROUP 5 .....................$ 24.62 10.65 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 131 LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer /Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean -up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean -up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right -of -way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non - mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo -crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) WA140001 Modification 3 Federal Wage Determinations for Highway Construction GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit "); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self- contained breathing apparatus or a supplied air line); Miner Class "D ", (to include raise and shaft miner, laser beam operator on riases and shafts) GROUP 6 - Powderman ----------------------- LAB00238 -006 06/01/2013 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier ......................$ 24.10 10.65 ---------------------------------------------------------------- LAB00335 -001 06/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Laborers: ZONE 1 GROUP GROUP GROUP GROUP GROUP GROUP GROUP Rates 1 ....................$ 28.65 2 ....................$ 29.25 3 ....................$ 29.69 4 ....................$ 30.07 5 ....................$ 26.15 6 ....................$ 23.73 7 ....................$ 20.53 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Fringes 10.05 10.05 10.05 10.05 10.05 10.05 10.05 Page 132 LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman -Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel - Muckers, Brakemen, Concrete Crew, Bullgang (underground) WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 133 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 ' Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ' ZONE 1: Projects within ZONE 2: More than 30 30 miles miles but of the respective city all. less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ' ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean -up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman -Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake - Setter; Tunnel - Muckers, Brakemen, Concrete Crew, Bullgang (underground) WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 133 Page 134 GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber - mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)- applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive - Tunnel; Powderman- Tunnel; Shield Operator - Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers -------------------------------------------------------------- LAB00335 -019 09/01/2013 Rates Fringes Hod Carrier.. ..................$ 30.47 10.05 ------------------------------------------------------------ PAIN0005 -002 07/01/2013 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 28.00 14.33 ---------------------------------------------------------------- PAIN0005 -004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ 20.82 7.44 ---------------------------------------------------------- - - - - -- WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 135 PAIN0005 -006 07/01/2013 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Painters: Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting ............ $ 26.79 10.41 Over 30' /Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam - cleaning and Spray .... $ 21.69 10.41 Lead Abatement, Asbestos Abatement...... .............$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- * PAIN0055 -002 01/01/2014 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller ..............$ 21.01 9.06 High work - All work 60 ft. or higher ...............$ 21.76 9.06 Spray and Sandblasting ...... $ 21.61 9.06 ---------------------------------------------------------------- PAIN0055 -007 07/01/2013 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER .....................$ 33.41 10.36 ---------------------------------------------------------- - - - - -- WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 136 PLAS0072 -004 06/01/2013 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON /CONCRETE FINISHER ZONE 1 ......................$ 26.01 12.14 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528 -001 06/01/2013 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES WA140001 Modification 3 Federal Wage Determinations for Highway Construction Rates Fringes Cement Masons: CEMENT MASON ................$ 36.63 14.55 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ....... $ 37.13 14.55 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 37.13 14.55 ---------------------------------------------------------------- PLAS0555 -002 06/01/2012 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION /POWER MACHINERY AND SUSPENDED /HANGING SCAFFOLD..$ 30.58 17.76 CEMENT MASONS ON SUSPENDED, SWINGING AND /OR HANGING SCAFFOLD ............ $ 30.58 17.76 CEMENT MASONS ...............$ 29.98 17.76 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS ... $ 31.18 17.76 WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 137 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037 -002 06/01/2013 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Truck drive ZONE 1 GROUP GROUP GROUP GROUP GROUP GROUP GROUP Rates rs: 1 ....................$ 26.90 2 ....................$ 27.02 3 ....................$ 27.15 4 ....................$ 27.41 5 ....................$ 27.63 6 ....................$ 27.79 7 ....................$ 27.99 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Fringes 13.75 13.75 13.75 13.75 13.75 13.75 13.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 138 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w /load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and /or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0 -10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck /Hydra -lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks /Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi - trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck /Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self- Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic - Welder -Body Repairman; Utility and Clean -up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi - Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 139 GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- * TEAM0174 -001 06/29/2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, 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 *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM Rates Fringes Truck drivers: EVERETT SHELTON ZONE A: BELLEVUE SEATTLE GROUP 1: ................... $ 31.68 16.23 GROUP 2: ................... $ 30.84 16.23 GROUP 3: ................... $ 28.03 16.23 GROUP 4: ................... $ 23.06 16.23 GROUP 5: ................... $ 31.23 16.23 ZONE B (25 -45 miles from center of listed cities *): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities *): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or " Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four - Wheeled power tractor with trailer and similar top - loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 140 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four - wheeled power tractor with trailer and similar top- loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi - trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and /or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno -Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber - tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self- contained breathing apparatus or a supplied air line. WA140001 Modification 3 Federal Wage Determinations for Highway Construction r Page 141 TEAM0690 -004 01/01/2013 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams,Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1 ....................$ 20.17 14.44 GROUP 2 ....................$ 22.44 14.44 GROUP 3 ....................$ 22.94 14.44 GROUP 4 ....................$ 23.27 14.44 GROUP 5 ....................$ 23.38 14.44 GROUP 6 ....................$ 23.55 14.44 GROUP 7 ....................$ 24.08 14.44 GROUP 8 ....................$ 24.44 14.44 AREA 2 GROUP 1 ....................$ 21.77 14.44 GROUP 2 ....................$ 24.31 14.44 GROUP 3 ....................$ 24.42 14.44 GROUP 4 ....................$ 24.75 14.44 GROUP 5 ....................$ 24.86 14.44 GROUP 6 ....................$ 25.02 14.44 GROUP 7 ....................$ 25.56 14.44 GROUP 8 ....................$ 25.88 14.44 Zone Differential (Add to Zone 1 rate: Zone 2 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0 -45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber - tired, pulling trailer or similar equipment) WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 142 GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001- 16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A- Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0 -8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck - Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. WA140001 Modification 3 Federal Wage Determinations for Highway Construction ' LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self- contained breathing apparatus. ' Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. _1 Ll ' WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 143 Page 144 NOTE: Trucks Pulling Equipment Trailers: shall receive $.15 /hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is union or non - union. Union Identifiers An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198 -005 07/01/2011. The first four letters , PLUM, indicate the international union and the four -digit number, 0198, that follows indicates the local union number or district council number where applicable , i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate /collective bargaining agreement which would be July 1, 2011 in the above example. Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rates. 0000/9999: weighted union wage rates will be published annually each January. WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 145 Non -Union Identifiers Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non -union data. Example: SULA2004 -007 5/13/2010. SU indicates the rates are not union majority rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date. Survey wage rates will remain in effect and will not change until a new survey is conducted. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on ' a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests ' for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial ' contact is not satisfactory, then the process described in 2.) and 3.) should be followed. ' With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: ' Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. ' Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator ' (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor ' 200 Constitution Avenue, N.W. Washington, DC 20210 ' WA140001 Modification 3 Federal Wage Determinations for Highway Construction Page 146 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION WA140001 Modification 3 Federal Wage Determinations for Highway Construction t- '' S 320th St Preservation Project RFB 14 -102 Addendum No. 2 February 12, 2014 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents and Specifications for S 320'' Street Preservation Project is amended as follows: tSPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS Replace Special Provisions pages 106 -109 with the attached revised Special Provisions to clarify the installation of Methyl Methacrylate Pavement Markings. Delete the first paragraph of Section 8- 22.3(3)E Installation The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. I' CITY OF FEDERAL WAY - �_..__.._..,....... i t� Jeff Huynh Street Systems Engineer ' Jx. k:istreets \projects\S 320' St Preservation Pmject\RFB\addenduml . doc 1 1 ' 1 Coordination of service connections with Puget Sound Energy and any necessary permits 2 and fees associated with the service connections shall be considered incidental to the bid ' 3 4 items included in this section and no additional compensation will be made. 5 Coordination with communication connections with Comcast, Qwest, or other 6 communication provider affected by this project, and any necessary permits and fees ' 7 associated with the communications connections shall be considered incidental to the bid 8 items included in this section and no additional compensation will be made. 9 10 All costs for installing junction boxes and conduit containing traffic signal system, 11 illumination system, decorative illumination system, festival outlet system and /or 12 interconnect system wiring shall be incidental to the one bid item per this section and 13 Section 8 -20.4 and no additional compensation will be made. 14 15 All costs for painting shall be incidental and included in the bid items included in this section 16 and no additional compensation will be made. ' 17 18 Adjustment of junction boxes shall be incidental and included in the bid items included in 19 20 this section and no additional compensation will be made. 21 Restoration of facilities destroyed or damaged during construction .shall be considered 22 incidental to the bid items included in this section and no additional compensation will be ' 23 made. 24 25 SECTION 8 -22, Pavement Marking 26 27 8 -22.1 Description 28 Section 8 -22.1 is supplemented with the following: 29 30 (December 18, 2009 * * * * * *) 31 Pavement markings shall conform to City of Federal Way Standard Details. Profiled and ' 32 33 plastic lines shall conform to the pattern as shown on WSDOT Standard Plan M- 20.20 -01. 34 8 -22.3 Construction Requirements 35 36 8- 22.3(3)E Installation 37 Section 8- 22.3(3)E is supplemented with the following: 38 39 (March 13, 2012 * * * * * *) ' 40 Methyl Methacrylate Pavement Markings 41 Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20 -01. 42 ' 43 8- 22.3(3)G Glass Beads 44 Section 8- 22.3(3)G is supplemented with the following: ' 45 46 (March 13, 2012 * * * * * *) 47 Methyl Methacrylate Pavement Markings 48 Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred ' 49 square feet. 50 City of Federal Way RFB # 14 -102 S 320th Street Preservation Project Page 106 2014 ' RFB ver. 1 -08 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 .V -1 � Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide , by one (1) linear foot of marking. 8- 22.3(6) Removal of Pavement Markings ' Section 8- 22.3(6) is supplemented with the following: (December 13, 2012 * * * * * *) I As indicated on the plans, the Contractor shall remove existing pavement markings consisting of paint, plastic and raised pavement markings. 8 -22.4 Measurement ' Section 8 -22.4 is supplemented with the following: (December 13, 2012 * * * * * *) 1 Measurement for the removal of all pavement markings will be by the lump sum. 8 -22.5 Payment ' Section 8 -22.5 is deleted and replaced with the following: (December 13, 2012 * * * * * *) I Payment will be made in accordance with Section 1 -04.1 for each of the following Bid Items: "Paint Line ", per linear foot. "Profiled Plastic Line" per linear foot. ' "Profiled Plastic Wide Line ", per linear foot. "Profiled Plastic Dotted Wide Line ", per liner foot. "Plastic Crosswalk Line ", per square foot. ' "Plastic Stop Line ", per linear foot. "Plastic Traffic Arrow ", per each. "Removing Pavement Markings ", per lump sum. ' The lump sum bid price in the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to removing all types of markings and disposing of of -site. ' 8 -23 Temporary Pavement Markings ' 8 -23.4 Measurement ( * * * * * *) Temporary pavement marking will be measured by the linear foot. Temporary Raised Pavement Markers will be measured by the hundred Removing Temporary Raised Pavement Markers be measured by the hundred. ' 8 -23.5 Pavement "Temporary Pavement Marking ", per linear foot. "Temporary Raised Pavement Markers ", per hundred. , "Removing Temporary Raised Pavement Markers ", per hundred. 8 -30 Construction Identification Signs City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 107 2014 RFB ver. 1 -08 ' I - - - 1 1 a 3 5 ' 6 7 8 9 10 11 12 ' 13 14 15 ' 16 17 18 ' 19 20 21 ' 22 23 24 25 26 27 28 29 30 31 ' 32 33 34 35 ' 36 37 38 ' 39 40 41 ' 42 43 44 ' 45 46 47 48 49 50 51 Two (2) working days prior to the commencement of work, the Contractor shall furnish and erect two (2) Construction Identification Signs. The signs will be portable and placed at locations determined by the Engineer, to correspond to the areas in which the majority of work is being done, at that time. The signs shall be made from 3/4 -inch exterior grade plywood and conform to the Standard Plans in Appendix B. The signs shall be erected on suitable wooden posts and be maintained by the Contractor in a neat and presentable condition throughout the progress of the work. At project completion these signs shall be given to the Owner. 8 -30.2 Payment All costs in connection with the furnishing, erection, maintaining, and removal of the signs shall be considered incidental to and included in the cost for the project and no separate payment shall be made for this item. 8 -31 Portable Changeable Message Sign (PCMS) The PCMS shall meet the requirements of the MUTCD and the following: 1. Back-lighted split -flap 2. Fiber optic /shutter 3. Light emitting diode 4. Light emitting diode /shutter 5. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: 1. Be light emitting and must rely solely on reflected light. 2. Be solar powered. 3. Have a display consisting of individually controlled pixels no larger than 2 -1/2 inch by 2 -1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix. 4. When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. 5. Be capable of displaying alphanumeric characters that are a minimum of 18- inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. 6. The PCMS message, using 18 -inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. City of Federal Way S 320'h Street Preservation Project Page 108 RFB ver. 1 -08 RFB # 14-102 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 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7. The sign display shall be covered by a stable, impact resistant polycarbonate face. The ' sign face shall be non -glare from all angles and shall not degrade due to exposure to ultraviolet light. ' 8. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to ' activate the disk/shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. 9. The light source shall be energized only when the sign is displaying an active message. ' 10. Be equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fails. ' The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. ' The PCMS shall be operated by an easy to use controller that provides the following functions: 1. Select any preprogrammed message by entering a code. ' 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program new message, which may include moving arrows and chevrons. , 5. Mirror the message currently being displayed or programmed. Portable changeable message sign(s) shall be available, on site, for the life of the project. The Contractor shall operate the PCMS in accordance with the approved traffic control plans or as directed by the Engineer. The PCMS shall not be used in lieu of sequential arrow signs. ' 8 -31.1 Measurement Portable Changeable Message Signs will be measured per day used on the project. ' The days of operation will be determined by the Engineer. Any days of operation in excess of those determined by the Engineer will be at the Contractors expense. ' 8 -31.2 Payment The unit contract price for the portable changeable message signs shall include all costs for furnishing the PCMS, transporting the PCMS to and from each project site, and maintaining the PCMS, and shall be incidental to the following: ' "Portable Changeable Message Sign" per day. The cost for relocation of the PCMS within each project limit will be paid in accordance with 1- ' 10.3(1). END OF DIVISION 8 City of Federal Way RFB # 14 -102 ' S 320th Street Preservation Project Page 109 2014 RFB ver. 1 -08 ' BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS • S 320TH STREET PRESERVATION PROJECT RFB # 14 -102 STPUL- 1020(012) Bids Accepted Until 10:00 a.m., February 13, 2014 Bids Opened 10:10 a.m., February 13, 2014 AT: City of Federal Way Hylebos Conference Room 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: PUBLIC WORKS DEPARTMENT CITY OF FEDERAL WAY, WASHINGTON City of Federal Way RFB # 14 -102 S 320'' St Preservation Project Page 2 2014 RFB ver. 1 -08 TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ......................................... ..............................5 BIDDER'S CHECKLIST ................................................................... ..............................7 SECTION 1: INSTRUCTIONS TO BIDDERS ..................................... ..............................9 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS ............................ 16 NO BID RESPONSE FORM (Attachment A) ................................ ............................... 22 BIDFORM (Attachment B) ........................................................ ............................... 23 BID SCHEDULE (Attachment C) ................................................. ............................... 25 BID SIGNATURE PAGE (Attachment D) ..................................... ............................... 28 BID BOND FORM (Attachment E) .............................................. ............................... 29 SUBCONTRACTOR LIST (Attachment F) .................................... ............................... 30 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) ...................... 31 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) ..... ............................... 33 DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATOIN (Attachment I) .......................................................................... ............................... 34 LOCAL AGENCY DISADVANTAGED BUSINESS ENTERPRISE (DBE) WRITTEN CONFORMATION DOCUMENT (Attachment 3) ........................... ............................... 35 PUBLIC WORKS CONTRACT (Attachment K) ............................. ............................... 36 (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) ................. ............................... ............................TAN PAGES City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 3 2014 RFB ver. 1 -08 STANDARD PLANS AND DETAILS (Appendix B) ...... ............................... WHITE PAGES PREVAILING WAGES AND BENEFIT CODE KEY (Appendix C) ................... PINK PAGES City of Federal Way RFB # 14 -102 S 320'h St Preservation Project Page 4 2014 RFB ver. 1 -08 CITY OF FEDERAL WAY REQUEST FOR BIDS S 320T" STREET PRESERVATION PROJECT RFB # 14 -102 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through February 13, 2014, until 10:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8th 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 Thursday, February 13, 2014, at The Hylebos Conference Room, 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: The project shall consist of resurfacing S 320th Street from 11th PI S to I -5 Limited Access, which includes roadway excavation, planing bituminous pavement, removal of existing curb & gutter, sidewalk, concrete approach, wheel chair ramps, type C curb, extruded curb and islands. This work also includes overlaying S 320th Street from 11th PI S to I -5 Limited Access with HMA Class 1/2" PG 64 -22 (7,050 tons), installation of curb & gutter, extruded curb, type C block traffic curb, concrete curb ramps, traffic signal video camera detection, traffic islands, pedestrian push button, channelization, restoration and utility adjustments work. The Contractor shall complete all work within 60 working days. The bidder is urged to check the plans and contract provisions carefully. 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 Jeff Huynh, Street Systems Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Jeff Huynh, Street Systems 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 -102, S 3201h Street Preservation 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. City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 5 2014 RFB ver. 1 -08 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- washington isgft.com 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. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project by July 8, 2014. 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 17th day of January, 2014. Dates of Publication: Daily Journal of Commerce: Federal Way Mirror: January 18, 2014 January 25, 2014 January 17, 2014 January 24, 2014 City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 6 2014 RFB ver. 1 -08 r 'r 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. ❑ Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may /may not apply) ❑ Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Compliance Statement (Attachment H) 'The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Disadvantaged Business Enterprise Utilization Certification (Attachment I) This form must be filled in by the bidder. ❑ Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (Attachment 7) 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 I). Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. City of Federal Way S 3201h St Preservation Project ' RFB ver. 1 -08 Page 7 RFB # 14 -102 2014 ❑ Contractor's State Identification Numbers 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 I) The successful bidder will fully execute and deliver to the S 320th Street Preservation Project Public Works Contract ("Contract's 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 -102 ' S 320`h St Preservation Project Page 8 2014 RFB ver. 1 -08 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 February 13, 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 Hylebos Conference Room on February 13, 2014, at 10:10 a.m. local time. 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 RFB # 14 -102 S 320`h St Preservation Project Page 9 2014 ' RFB ver. 1 -08 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 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. City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 10 2014 RFB ver. 1 -08 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 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 City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 11 2014 RFB ver. 1 -08 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: 1. 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 (B)(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 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 City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 12 2014 RFB ver. 1 -08 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. C. Attachment C— Bid Schedule. D. Attachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. City of Federal Way RFB # 14 -102 S 320`x' St Preservation Project Page 13 2014 RFB ver. 1 -08 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. C. Attachment C— Bid Schedule. D. Attachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. City of Federal Way RFB # 14 -102 S 320`x' St Preservation Project Page 13 2014 RFB ver. 1 -08 F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Attachment H— Contractor's Compliance Statement. 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 (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 the date of the bid opening until the conl executed, provided that such period does n remain effective during that period. bids (and the accompanying bid security) from 'act and any performance /payment bond are t exceed ninety (90) days, and each bid shall City of Federal Way RFB # 14 -102 ' S 3201h St Preservation Project Page 14 2014 RFB ver. 1 -08 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. 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 -- S 320th Street Preservation Project RFB # 14 -102 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 City of Federal Way RFB # 14 -102 ' S 3201h St Preservation Project Page 15 2014 RFB ver. 1 -08 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 Jeff ' Huynh, Street Systems Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Jeff Huynh, Street Systems 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, 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, S 320th Street Preservation ' 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 City of Federal Way RFB # 14 -102 ' S 320`h St Preservation Project Page 16 2014 RFB ver. 1 -08 Municipal Construction, Amendments to the Standard Specifications, Addenda and Change Orders, , Addenda and Change Orders, and the Lakota Middle School Safe Routes to School 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: 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. City of Federal Way RFB # 14 -102 S 3200' St Preservation Project Page 17 2014 RFB ver. 1 -08 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 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 City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 18 2014 ' RFB ver. 1 -08 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 product is actually used diluted, the dilution rate should be so stated in the 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 dates) 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 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. 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 computer programs, technical work submitted or which is sp( complete (referred to in this su such other local, state or feden with the City. ownership of any plans, drawings, designs, specifications, eports, operating manuals, calculations, notes and other cified to be delivered under this contract, whether or not )section as "Subject Data'J, shall be vested in the City or I agency, if any, as may be provided by separate contract 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 City of Federal Way RFB # 14 -102 ' S 320`h St Preservation Project Page 19 2014 RFB ver. 1 -08 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. All claims, counterclaims, disputes and other matters in question between the City and the 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. City of Federal Way RFB # 14 -102 ' S 320`' St Preservation Project Page 20 2014 RFB ver. 1 -08 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. 1� J Ir 1 1 City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 21 2014 ' RFB ver. 1 -08 AttachmentA 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 mailina list. Bid Number: RFB No. 14 -102 Bid Title: S 320"' Street Preservation 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 Date Name (Type or Print) Title Phone: City of Federal Way RFB # 14 -102 S 320th St Preservation Project Page 22 2014 ' RFB ver. 1 -08 1� it F i, ij I, '4 Attachment 8 S 320TH STREET PRESERVATION PROJECT BID FORM Bidder: Miles Resources LLC Date: 02/13/2014 ITEM BID AMOUNT TOTAL BID AMOUNT $ (including Washington State sales tax, all other ��� government taxes, assessments and charges) 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 S 32& Street Preservation 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 S 320th Street Preservation 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 amount, 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 less than five percent (5 %) 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 S 320"' Street Preservation 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 or Certified Check Bond Dollars ($ The Bidder 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 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. City of Federal Way RFB # 14 -102 S 320"' St Preservation Project Page 23 2014 RFB ver. 1 -08 I' i Receipt of the following Addendums is hereby acknowledged: ' Addendum No. 1 Date Issued: 19 �Il Addendum No.- Date Issued: a iy Addendum No. _ Date Issued: II Miles Resources, LLC Firm Name ,11 oj�� � Signature Michael Tollkuehn Operations Manager Title Page 24 P RFB # 14 -102 2014 LLC Corp ion /Partnership /I�otWidual (Delete Two) MILESRL897RK Bidder's State License No. 602- 870 -349 t Bidder's State Tax No. II Miles Resources, LLC Firm Name ,11 oj�� � Signature Michael Tollkuehn Operations Manager Title Page 24 P RFB # 14 -102 2014 ' ATTACHMENT C ITEM NO. Spec. Section ITEM DESCRIPTION CITY OF FEDERAL WAY S 320TH STREET PRESERVATION PROJECT UNIT UNIT PRICE Amount BID SCHEDULE iNOTE: 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 1 and cents, i.e. to two (2) decimal places (including for whole dollar amounts). All figures must be clearly legible. Bids with illegible figures In th Unit Price column will be rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for any 2 IYPm_ the unit nrira Chan nr nll nnri tntale ehall he rnmu+xl to —fnrm thurutn City of Federal Way S 320th Street Preservation Project RFB # 14 -102 PWC ver. 1 -08 Page 25 2014 ITEM NO. Spec. Section ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE Amount 1 1 -07 SPCC PLAN 1 LSD ��� • 0� 2 1 -09 MOBILIZATION 1 LS��C 3 1 -10 OFF -DUTY UNIFORMED POLICE OFFICER 1 FA $27,000.001 $27,000.00 4 1 -10 TRAFFIC CONTROL SUPERVISOR 380 HR X3. 5 -A p`13.00 5 1 1 -10 OTHER TEMPORARY TRAFFIC CONTROL 1 LS 4 "1M0 4'1 CO -CO 6 1 -10 FLAGGERS AND SPOTTERS 2300 HR LWOO 110-7,100.00 7 1 -10 OTHER TRAFFIC CONTROL LABOR 200 HR 146.60 O 3a0. Ob 8 1 1 -10 CONSTRUCTION SIGN CLASS A 208 SF a0-00 4 CC 9 1 -10 SEQUENTIAL ARROW SIGN 4510 HR ,(p 5 1 S . 50 10 1 -10 PORTABLE CHANGEABLE MESSAGE SIGN 56 DAY ':-IW.00 OM. CC 11 1 2 -01 ROADSIDE CLEANUP 1 I FA $5,000.00 $5,000.00 12 2 -02 REMOVAL OF STRUCTURE AND OBSTRUCTION 1 LS'��� 13 2 -02 SAWCUTTING 9864 LF 14 2 -02 REMOVING ASPHALT CONC. PAVEMENT 196 Sy 1 SO Lk' .0 15 2 -02 REMOVING CEMENT CONC. PAVEMENT 135 SY �J.00 50J -CID 16 2 -02 REMOVING CEMENT CONC. SIDEWALK 100 SY .1 5 ko. \ tO 17 2 -02 REMOVING CONC. EXTRUDED CURB 2340 LF • 1 5 0k i . 00 18 2 -02 REMOVING CEMENT CONC. CURB & GUTTER 70 LF Sp 19 2 -02 REMOVING TYPE C CURB 2170 LF i • a� 20 2 -02 REMOVING PAVEMENT MARKINGS 1 LS `1,`JO©. `1} .CK) 21 2 -03 ROADWAY EXCAVATION INCL. HAUL 1705 CY 13 00 `a� J. 00 22 4 -04 CRUSHED SURFACING TOP COURSE 200 TON Db City of Federal Way S 320th Street Preservation Project RFB # 14 -102 PWC ver. 1 -08 Page 25 2014 23 5 -04 PLANING BITUMINOUS PAVEMENT 14220 SY 24 5 -04 HMA CL. 1/2 IN PG 64 -22 6050 TON �`� + ��� DI'A 450 25 1 5 -04 HMA CL. 1/2 IN PG 64 -22 FOR PRELEVELING 97 TON �J • a ys ,00 26 5 -04 HMA CL. 1/2 IN PG 64 -22 FOR PAVEMENT REPAIR 900 TON 33.r t � 11 `100.°D 27 7 -05 ADJUST MANHOLE 12 EA `NCO .Co to 000. 00 28 7 -05 ADJUST CATCH BASIN 1 EA ` O 5cx) . ©0 29 8 -01 EROSION /WATER POLLUTION CONTROL 1 FA 5000.00 $5,000.00 30 8 -01 INLET PROTECTION INSERT 53 EA :31.5 (>, . co 31 8 -02 TOPSOIL TYPE A 10 CY kQ5,100 I a S© co 32 8 -02 SOD LAWN INCL. 4 IN TOPSOIL 8 SY 7 . Sb I jot a. Co 33 8 -02 BARK OR WOOD CHIP MULCH 40 CY 55.15 3 U2)0 . CO 34 1 8 -04 CEMENT CONC. CURB & GUTTER 70 LF aS 3`7 . '50 35 8 -04 EXTRUDED CURB TYPE 6 2340 LF ,yS 10► J -13. Co 36 8 -07 PRECAST TYPE C BLOCK TRAFFIC CURB 2490 LF I O.los LI(O.'sks-ISO 37 8 -09 RAISED PAVEMENT MARKER TYPE 2 10 HUND 35 4 ISO Pb 38 8 -09 HYDRANT MARKER TYPE 2B 12 EA 113 .00 PO 39 8 -14 CEMENT CONC. SIDEWALK 135 SY 65 40 8 -14 CEMENT CONC. CURB RAMP TYPE PARALLEL 2 EA 017. L4. b t�Ci 41 8 -14 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR 6 EA ( FO I It Lk t(D 42 8 -20 PEDESTRIAN PUSH BUTTON INSTALLATION - S 320TH ST & 23RD AVE S COMPLETE 1 LS 43 8 -20 VIDEO DETECTION INSTALLATION - S 320TH ST & 25TH AVE S COMPLETE 1 LS 30 C) "10 CM 90 44 8 -20 LOOP INSTALLATION 16 EA 6CA Q cjd 45 8 -22 PAINT LINE 6030 LF Q, at) 1 a o lo. c-*O 46 8 -22 PROFILED PLASTIC LINE 17355 LF t ,Oa 1'1 47 8 -22 PROFILED PLASTIC WIDE LANE LINE 4161 LF 'A.00 ib bye 48 8 -22 PLASTIC CROSSWALK LINE 1775 SF ri . a5 49 8 -22 PLASTIC STOP LINE 533 LF S, 00 Z> bbS , 00 50 8 -22 PLASTIC TRAFFIC ARROW 55 EA 8c� O0 V s Ip . 00 51 8 -22 IPLASTIC HOV SYMBOL 9 EA �c1s 3 City of Federal Way S 320th Street Preservation Project RFB # 14 -102 PWC ver. 1 -08 Page 26 2014 52 8 -22 PLASTIC WIDE DOTTED LINE 1193 LF 3.00 .3 , rte: l Ck 53 8 -22 PLASTIC DOTTED EXTENSION LINE 769 LF a .K-0 5-a� . 00 54 8 -23 TEMPORARY PAVEMENT MARKING 8139 LF G�'-� a 4 • 7 d 55 8 -23 TEMPORARY RAISED PAVEMENT MARKERS 0.60 HUND qr,0'0 56 8 -23 REMOVING TEMPORARY RAISED PAVEMENT MARKERS 0.60 HUND (050 3 OkO •moo TOTAL= $ I t klci City of Federal Way S 320th Street Preservation Project RFB # 14 -102 PWC ver. 1 -08 Page 27 2014 t r BID SIGNATURE PAGE Date: 02/13/2014 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the S 320th Street Preservation 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 individuaP 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. LLC Corpo ion/Partnership/In ' uai (Delete Two) City of Federal Way S 3200' St Preservation Project RFB ver. 1 -08 Miles Resources, LLC Comp n r� By: �'-)A (Signature) , Michael Tollkuehn (Printed Name) Its: Operations Manager (Title) 400 Valley Ave NE Puyallup, WA 98372 (Address) 253 383 -3585 (Telephone Number) RFB # 14 -102 Page 28 2014 I � I it 1 1 Herewith find in the amount of $ total bid, At achment E BID BOND FORM deposit in the form of a certified check, cashiers check, cash, or bid bond which amount is not less than five percent (5 %) of the BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Miles Resources, LLC as Principal, and Libeny Mutual Insurance 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 . - J100 dollars ($ 5% of Bid Amountl, 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. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: S 320th Street Preservation 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 of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or If the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS —i3th DAY Of Received return of deposit in the sum of $ City of Federal Way S 320th St Preservation Project RFB ver. 1 -08 Februam 2014 �soces, LLC Qbael Tol kuebn Prinbpal0perations Manager Li Mutua Insuran Company 5 ty Jennifer J Snyder Attorney -in -Fact as 20, _, REcel veo JAN 3 0 20,4 M/Les RESounc FS Page 29 RFB # 14 -102 2014 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. Thin Polver of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6415303 American Fire and Casualty Company Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies "), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Anne E. Strieby; Barbara A. Johnson; Brent E. Heilesen• Carley Espiritu; Christopher Kinyon; Diane M. Harding; Eric A. Zimmerman; Jake Oia: James B. Binder; Jamie Diemen, Jeffrev L. Zimmerman: Jennifer L. Snvder: Julie R. Truitt; Karen Swanson; Kathv L. Patton; Keftie Hogan; Kristine A. Lawrence: Lisa M. Anderson: Mitchell R. Smee: Peoav A. Firth: Peter J. Comfort: Phvlis C. Robison: Sandra J. Kulseth: Wvntrene Mace all of the city of Tacoma state of WA each individually if there be more than one named, its true and lawful attomey4n -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 14th day of January 2014 American Fire and Casualty Company � The Ohio Casualty Insurance Company j Liberty Mutual Insurance Company ` West merican Insurance Company STATE OF PENNSYLVANIA ss David M. carsKAssistant secretary COUNTY OF MONTGOMERY m On this 14th day of January 2014 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire [cl m and Casualty Company Liberty Mutual Insurance Company, . The Ohio Casualty Company, and Wrest American Insurance Company, and that he, as such, being authorized so to do, I R execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. Ia`t IN WITNESS WHEREOF, I have hereunto subscribedirTnew and affixed my notarial seal at Plymouth Meeting Pennsylvania, on the day and year first above written. < By Teresa Pastella , Notary Public This Power of Attorney is made and executes w. rity of the following By -laas mid Authorizations ofAmerican Fire and Casualty Company, The Ohio Casualty Insurance 14:Z Company, Liberty Mutual Insurance Company, n Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV OFFICERS — Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such aftomeys-in -fact, as may be necessary to act in behalf of the Corporation to mace, execute, seal, acknowledge and delver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in- fact, subject to the limitations set forth in their respective powers of attorney, shag have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at any tints by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE All — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in waiting by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys - Iect, as may be necessary to act in behalf of the Company to mace, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such aifomeys4n -fact subject to the limitations set forth in their respective powers of attorney, shalt have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such atthmeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety arty and all undertakings, bonds, recognizances and other surety obligations. Authorization By unanimous consent of the Companys Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this ay of 20 . p p I I , BY: v Gregory W. Davenport, Assistant secretary 1132 of 500 LMS 12873_122013 v t• C r a� i 0 [L ; w C v: O� F— e 1� 1� �I �1 �I �I �I �1 11 1� �I twa,Ageno Mine- City of Federal Way R =AqerXy 5 3332 5 8th Avenue S Federal Way. WA 48003 Local Agency Subcontractor List pm;c ?d in com1plianae ti ft RCW 39.20.060 as amended To Be Submitted with the Bid Proposal Project Name S 320th Street Pmenition Project Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance ofthe wort; of heating, ventilation and air conditioning, pkmrbirk% as described in Chapter 48.106 RCW, and electrical, as described in Chapter 1928 RCW or naming more than one subcantraactorto perform the same work vnll result in your bid being non-responsive and therefore void. Subcontractors) with wham the bidder will d'creclly subcontract that are proposed to perfomr the work of heating, ventslation and air canditianing, plumbing, as described in Chapter 18.108 RCW, and electrical as described in Chapter 19.28 RCW must be rssted below. The w urk to be performed is to be fisted below the subountrac tors) name. i ii ' - _� =s[ it " • : n L . r t ' 1 tl r. a' : 7M. A;1 :+� 11 ♦ J. i4 E" nitRwr !1 : �Ss t 4y:j1 a J�• l.lt 11. .43 x:11 iu=a1 ail! +R .y. AI - ..Yf :, IL, 1 1.' t: - / 1 Sti. =af 1� .!y ". d< a' 7 1. _1 I AC• Y_ t :11 '. �/ I . _301 i,J HAW I ir'A 41 SCFbOCntra"tCtOC Name G , —T � . Work to be Pertbrmed () ` djb Suboonaraclor Name Work to be Performed r Subcontractor Name Work to be Peribirrned Subcontractor Name Work to be Performed Subocntradvr Name Work to be Per€armed ' Bidder's are notified that is the opinion of the enftwoonent agency that PVC or metal conduit, junction boxes. etc, are considered ekK&kat equipment and the sfore considered part of electrical work, every if the installation is for hilure use and no wiring or eteotrical cxr Twt is connected during the project yR ooTwOca d�u2 City of Federal Way S 320`h St Preservation Project RFB ver. 1 -08 Page 30 RFB # 14 -102 2014 Attachments G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non - Collusion, Anti - Trust, Prevailing Wage (Non - Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he /she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work 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 other Bidder or Bidders; and NOTICE f0 ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION ( USDOT) To report bid rigging activities call: JL - 800 -424 -9071 The U.S. Department of Transportation ( USDOT) operates the above toll -free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern 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 USDOrs 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 purchaser 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 date of the bid, 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 project, 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 -102 S 320`x' St Preservation Project Page 31 2014 RT'B ver. 1 -08 DEBARMENT AFFIDAVIT 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, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a 'r 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 ELIGIBILITY ' The Contractor certifies that it is properly licensed and registered under the laws 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. a FOR: Non - Collusion Affidavit, Assignment of Anti -Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. S 320th Street Preservation Project Name of Bidd s Firm Michael Tollkuehn Sign a of Authorized resentative of Bidder Subscribed and sworn to before a this 13th day Of February 2014. �� ` �F Angela M Reis /typed name of notary) p`45�ON'• rinted NOTgR �" " Y Notary Public in and for the State of Washington L1 _ _ ..� _ My commission expires: 3- 101 -1 PUB L C ' /C WASN City of Federal Way S 3201h St Preservation Project RFB ver. 1 -08 Page 32 RFB # I4 -102 2014 CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: 02/13/2014 This statement relates to a proposal contract with the City of Federal Way named S 320TH STREET PRESERVATION PROJECT I am the undersigned bidder or prospective contractor. I represent that: I R 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. Miles Resources, LLC Name of Bidder By:l d Signature Michael Tollkuehn Its: Operations Manager Title 400 Valley Ave NE Puyallup, WA 98372 Address City of Federal Way RFB # 14102 S 320'' St Preservation Project Page 33 2014 RFB ver. 1 -08 Attachmentl D hG r.lhlih:t: RX t- ,.r,rf of lhir; ronlr:rl Il r. bi,nr mus! till oul ani$ 5 brlil, i:.i p"A aF il.- t,:i,i prnpra,- ,;;,!, I lin roltmuins; niSa �vxnfGi�rt1 Rusir:p iFnInrl,6U;) 1 11iliralipnCl- Oirimro nr;, itrlintliam undyanlut ar.. dnuslnouuFnl ,.rprisr,. Thu rvnlrarlirtaA?,^_ncy ' Shall rpnsi ;:r ;ag r.rd sh;nll rr.t til aryl bid prripas.sl I 11 t{s'ry nol Wnl;ain a DBF prtrptrriy inns inulmisx; Ilr,rl lhn . biddursrill movi IN, r3RF purli,-,ip<alian r..WUin rglnI5 intmv. tar ihr*. r ipmors prpviO30 for in Ihn prpp:u;no r.onim.rl ihaRi�4vnrrrruslsvUr -ril gnml flrilhst11oritl arumo nli'l ion nnfw• inthanvantlhotaidrfor'seff -orLS InsJ! iri !sulfisirnlOAFpurliripafipnhtxs l7 „n vr, vc,r.,,sfUl il,, st:r:ty s;fU; triri{ris niupdvr'snli:3t= 11psint„;s L=nllrpriso Lllilia7lian rr:rlifrr,ziion z1vit t:; r;6nrtr,�ip pprlor Ihp.. rouOlirip „mini.d Infnrnsplion on r,mlifr:: firr;, ir,;,mA.zh:o rram OF.WF. lolil pl +.ara M- W-9750 or 3 tell Freat'• �.r3Pfi•:pB- IAF>t Miles Resources, LLC cortirjus Thal lhr:l7it;;%dvnnl;3sjrsd Aw;inrss Frrli rprisitfDar) rwx 14 harsa. tl8iid..r ' Firms lishad lanlmi hzvr Far..[:n vUnl;�Clod rr;lardiny p;arriripi;lranon This prqr_.r.! it Ihil; hidi;, r Ihis pr,.i;CCI and is av:arknd lho:.-tanlr =r I, it 5hrNis5tiurr• Ih ;,I 5uhr „mtra -Is carsvppiy;almnnrpnl;: aroCx�,r,41. ^asvilh Ihta s furry ;vhs rs trn "AmpUnl lol;v ji,pplintf Tavrud;; f;_a.;ar' is li ~:li3;i (ir nrpmz;ary, u5rinddiliana!slsanl j t;cl6rhr 7 Nam# t7f �tB Corttfterate Number Grkmr• 7 Project Rat# �fPrltrtrbrV:tMA;ttrr, 5rfackura r, R*g Mnnrrrrncturctr, Rcgrrinr flan furl s nlr,mr :i Doscriptton of Work C;rJt.mr- d *° Amount to beApptled Towards �'fi21t 1 Si�lac#t1r [; � �/+�, C&4— � + � � L1V�/►' ��/C.. WVT�r Ikd oc tk S9.600 dD • r-14 a c� , c�dk5c.ut. `ksiLaa\ 4,1$5. Inz, -) M ,` Ze..•®rrv- .cAeA,, w 1; l OVI I.45 fi 7 fi 9 1Q C\ .,. 17i,esdvtanlz r, t? Avrins;ss Fnlnrprisr.. rruU, "•ynlrarlinl Cnt}!: iQ r]AFTglal b �'�� (0� 4 Pax i 1 Box :i HnO lar ur. alrr h.: M.stbf1.,rp parr. prlrr In hr...s.hrrrhal wy we C'IBrr• ntt:r t.aI C:rpalr rily vl:tah scalp 1Jrpt of Imrsfrtrtnhr nr asrh rm Im,r.I °s Frr the rrrJtrr 'C9'rrahrrs UK FRrhrjp;f1 r IMV. -,rr. th°rhrnitr tirrr it IhrCrrlrart Unrt.mrrt ihrC; rrlrsltrrACrrry Will t. hllrlhtssmrs. rtinC. Orrp-irewhrthrrarrtltatar. rrrha. rm lrhrfoallrlhrrvrrldar zriftirrhr.rdfrre.rer hIMvrer IhrS tnNl:,rt. Or r;r.m nflhr r•rrvrrt.al arr u nt hr:lrr. nhme Ihrr Ihn at. in of Ire arn- m rt. llstr.r ,1149II pma:el .rr. thr. InYI wtllhr mvtw»r. :.rrnrrrrrrly I't:ttrrp, ^,her Ir mrrsr rf Ilr rn l ami.rt Poll hr romirrrer vnit.rNry nr r. r.r.rrr.tra 1 prllrtrimirr hR CC' Rent. 272 CH4 EF C7,2 a ' City of Federal Way S 320`!` St Preservation Project RFB ver. 1 -08 Page 34 RFB # 14-102 2014 Attachment J City of Federal Wa,,- 333'5 8th A. -A. 5 Fed" Way. W.k $8003 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Bus ftms Enhuprise (DBE), i confirm that we have been contacted by the referenced bidder with regard to the referenced prnjett anti if the bidder is awarded the contract we w enter into an agreement with the bider to padWO to in the proW consistent wilt the infcxfnatlon provided in the bidder's colw mo rw*: S 32 Stt!!t Pmemation Pm}ect f Ows Baswsess NNW. En -J /� - DOE sia+ufinw- Mes rek: PM Daw: The ertnes must be consistent with what is shown on the bidder`s Disadvantaged Business Enterprtee tltilization Certification- Failure to do so will result in bid re*cffon. See contract provision: Dne fft,ed Business Eiftiprw Ccnditn of Award Parfk 000,rt_ Description of Work: f 1'00 ,ey9rle c orkft1E c.OTf 6JtVPW4' -4 ►;mount to be Applied Towards Coat: ' 1 o —n SR Dar �,-Air City of Federal Way RFB # 14 -102 S 32e St Preservation Project Page 35 2014 RFB ver. 1 -08 Page 35 Attachment J Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale AdW =='0nstate MAP b!9nt of Transportation 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 if the bidder is awarded the contract we will enter into an agreement with the bidder to participate in the project consistent with the information provided in the bidder's Disa yantaaed Business EUte2rise Utilization Certificaliorl, Contract Title: 1' ,�Cf Csr"" ,' i�� {�.97./r_'►r�' ,�6', " _ Bidder's Business Name: . F/ �G[.,�,. -Y �� Lev— DBE's Business Name: DBE Signature: 1 DBE's Title: -- f Date: / -,7/ , yJ By he above signature I certify that all the information on this form is complete and accurate to the best of my knowledge. The entries must be consistent with what is shown on the bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision; Disavantaged Business Enterprise Condition of Award Participation. Description of Work: 6-400 gg e Amount to be Applied Towards Goal- 0 DOT Form 422 -031 EIS RevWd 0812011 I I I I I AttachmentJ City of Fedf'-'11 11 5th A-Mlaue S Federal Way. k-AM ; Local Agency Disadvantaged Business Enterprise (OBE) 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 ff the bidder As awarded the contract we will enter into an agreement with the bidder to participate in the project consistent with the infomTafton proMed in the bidders Disadvantmd Quaines - Enlqmgip UWization QefficWon. DR Contract Title: S 32M Street -RresManon Project_­_ 41 Iffid-dees Suss kiess Name: K Landscape, LLC DBE Sigmftwe- OWs TMe: Estimator oate. 02/1312014 The entries must be consistent with what is shcriun on Me binder's U so dvantaged Business EnterpAse Mization Cei#ficatiGn. Fadure to do 9D MR result in bid reject r. See contract provision: Diseventsged Business Entefprise CondOm of Award ParbcWbon. Des&ptk.)n of wo&r Landscape Installation Services . # V t e Aft !�- iount to be Applied Towards Goal: _� - C I ty of Fedeni I Way S 320'*' St Preservation Project RFB ver. 1-08 Page 35 RF'R # 14-102 2014 I FROM : I I I I I I I I I I I t7 FAX NO. : Feb. 12 2014 06:14AM P2 Aft,6&!#77ef't.-7 7.1.A" Z S Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an 31.,triarzed rep 7asen-L31tv-s of Business Er-,.e•pise (DSF->. I confirm t'"al, we been contacted I)y the -eferencec zldcervotn regarc,- to tirie referer-ce-d project and I the bldder is 3'.Vard6d ',iIe ccntract we wiv ariter into an algraernent%vfth t.17-e viocer to partdpate in the p:,ojecl COCISIStent vOth 'uh-e rifor' -n=on Provided in =he bidders Disadvamaged Susiress Enterprise UWR:3tiW. C*'bfjCa.:Cn. Cars: ac; 13-;ddaes Susiness DUE's Rusir � Marne: C-17 4 OSE is s.7c--vncr' 'In 'on- Fm-uxe to do tesuT in :,-I'd rejec-L-1-::r. Se,-;- cclurazt prov%�--rr ,Zerpfte UtUzaficn Ce asavan---ged & A lovard /-%Ir-VU7t'0 be A-P)P(;&d Tov.-arts Zoal: DR Citv of Federal Way S 320'" %E Prt-u-n.-ation Prcjec. R.FB ver. 1-09 P32C 15 n9/19/9nlA WPT) .1"ST RI;B;.* 14-102 2014 RAng I AIIMIIIII� - WrOf 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 if the bidder is awarded the contract we will enter into an agreement with the bidder to participate in the project consistent with the information provided in the bidder's Disadvantaged Business Enterprise Utilization-, Certification. Contract Title: S. 320th Street Preservation Project r Biddees Business Name: DBE's Business Name: Reece Trucking and Excavating, Inc. DBE Signature: DBE's Title, President Date,' Febriawy i 3, 2014 The entries must be consistent with what is shown on the bidder's Disadvantaged Business Enterprise utilization Certification. Faiiure to do so will result in bid rejection. See contract provision; Disavantaged Business Enterprise condition of Award Participation. Description of Work: 04 OZ -rA-r c,-> 0 XI< cad Construction Arrourt to be Applied Towards Goal: 'D c, 0 DOT Form 422-031 EF Revised 06/2011 Attachment K PUBLIC WORKS CONTRACT FOR S 320T" STREET PRESERVATION PROJECT THIS PUBLIC WORKS CONTRACT ( "Contractoo is dated effective this day of , 201_ and is made by and between the City of f=ederal Way, a Washington municipal corporation ("City or Owner'}, and Miles Resources, LLC awashington Limited Liability co. (" Contractor'l. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the S 320th Street Preservation Project located in Federal Way, Washington ( "Property "); and B. 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 Safe Routes to School project, including without limitation: The project shall consist of resurfacing S 320th Street from 11th P1 S to I -5 Limited Access, which includes roadway excavation, planing bituminous pavement, removal of existing curb & gutter, sidewalk, concrete approach, wheel chair ramps, type C traffic curb, extruded curb and islands. This work also includes overlaying S 320th Street from 11th PI S to I -5 Limited Access with HMA Class 1/2 PG 64 -22 (7,050 tons), installation of new curb & gutter, extruded curb, type C block traffic curb, concrete curb ramps, traffic signal video camera detection, pedestrian push button, channelization, and restoration work and utility adjustments ("Work'D, 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, Certificate(s) 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 RFB # 14 -102 S 320 St Preservation Project Page 36 2014 RFB ver. 1 -08 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. Notice to Proceed is expected to be given on March 31, 2014. The Work shall be completed within 60 Working Days. All Work shall be completed on or before July 8, 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. 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 ail City ordinances, resolutions, City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 37 2014 RFB ver. 1 -08 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 I' 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 60 working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'). 3. COMPENSATION City of Federal Way S 320'' St Preservation Project RFB ver. 1 -08 Page 38 RFB # 14 -102 2014 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. M 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 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 City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 39 2014 RFB ver. 1 -08 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. (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. City of Federal Way RFB # 14 -102 S 3201h St Preservation Project Page 40 2014 RFB ver. 1 -08 ' (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 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 City of Federal Way S 320`h St Preservation Project RFB ver. 1 -08 Page 41 RFB # 14 -102 2014 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 "D ", 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. 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. City of Federal Way RFB # 14 -102 S 320`x' St Preservation Project Page 42 2014 RFB ver. 1 -08 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. 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. City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 43 2014 ' RFB ver. 1 -08 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 Dis utes. 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. 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. City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 44 2014 RFB ver. 1 -08 N 1 • � • � 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. 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. City of Federal Way RFB # 14 -102 S 320th St Preservation Project Page 45 2014 RFB ver. 1 -08 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. 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. City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 46 2014 RFB ver. 1 -08 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 FEDERA6 WAY a Ji rell,/Mayor 5 8th Avenue South ederal Way, WA 98003 -6325 ATTEST: ity Clerk, Carol McNeilly CMC U-"*N APPROVED AS TO FORM: City of Federal Way RFB # 14 -102 S 320th St Preservation Project Page 47 2014 RFB ver. 1 -08 Jeffrey Thomas (Name) 400 Valley Ave NE Puyallup, WA 98372 (Address) (253) 383 -3585 (Phone) STATE OF WASHINGTON ) Pierce ) ss' COUNTY OF ) On this day personally appeared before me Jeffrey Thomas to me known to be the vice President /General Manager of Miles Resources, LLC 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. City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 48 2014 RFB ver. 1 -08 GIVEN my hand and official seal this 24th day of March 2014 An a eis (typed /printed name of notary) ,,���`�GfGL�► Notary Public in and for the State of Washington. R - = My commission expires 3 / 19 / 2 Q 18 PUBLIC,:�o to 0 • ; too OF W City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 48 2014 RFB ver. 1 -08 i(at1 1 STATg Contract Number Job Order'Contracting ❑ Yes ❑ No J> q Telephone Number oy NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Date: Name & Address of Public Agency Department Use Only Assigned to: Date Assigned: UBI Number: Nntire iv herehv riven relative to the comnletion of contract or nroiect described below Project Name Contract Number Job Order'Contracting ❑ Yes ❑ No Description of Work Done/Include Jobsite Address(es) Federally funded road transportation project? ❑ Yes ❑ No Contractor's Name Telephone Number A ><davit Contractor Address If Retainage is Bonded, List Surety's Name (or attach a copy) Surety Agents Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted Contract Amount $ Additions ( +) $ Liquidated Damages $ Reductions ( -) $ Amount Disbursed $ Sub -Total $ 0.00 Amount Retained $ Amount of Sales Tax Paid at 0.000% (If various rates apply, please send a breakdown) $ TOTAL $ 0.00 TOTAL $ 0.00 NOTE: These two totals must be equal Please List all Subcontractors and Sub -tiers Below: Subcontractor's Name: UBI Number: (Required) Affidavit ID* F215 -038 -000 07 -2012 REV 31 0020e (07/06/12) Continued on page 2 City of Federal Way RFB # 14 -102 S 320th St Preservation Project Page 49 2014 RFB ver. 1 -08 Please List all Subcontractors and Sub -tiers Below: Subcontractor's Name: UBI Number: (Required) Affidavit ID* Comments: Contact Name: Title: Email Address: Phone Number: NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Affidavit 1D* - Provide known ones at this time. No LNI release will be granted until all affidavits are completed. Submitting Form: Please submit the completed form to all three agencies below. For a faster response, please submit by e -mail. Washington State //� Department of Revenue Public Works Section PO Box 47474 Olympia WA 98504 -7474 (360) 725 -7588 FAX (360) 664 -4159 PWC @dor.wa.gov Washington State ^ -ry' Y Department of Labor and Industries Contract Release PO Box 44274 Olympia, WA 98504 -4272 (360) 902 -5772 FAX (360) 902 -6897 ContractRelease @lni.wa.gov .�__ Washington State Employment Security Department Registration, Inquiry, Standards & Coordination Unit PO Box 9046 Olympia WA 98507 -9046 (360) 902 -9450 Fax (360) 902 -9287 For tax assistance or to request this document in an alternate format, visit http: / /dor.wa.gov or call 1- 800 - 647 -7706. Teletype (TTY) users may call (360) 705 -6718. F215- 038 -000 07 -2012 City of Federal Way S 320`h St Preservation Project Page 50 RFB # 14 -102 2014 RFB ver. 1 -08 PROJECT NUMBER EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER EFFECTIVE DATE PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 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 $ DECREASE $ UNIT PRICE: 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 DEPT. DIRECTOR /MANAGER DATE SIGNATURE SIGNATURE City of Federal Way RFB # 14 -102 S 320`h St Preservation Project Page 51 2014 RFB ver. 1 -08 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 *Adjustments: $ ❑ INCREASED $ ❑ DECREASED $ $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way RFB # 14 -102 S 320fl' St Preservation Project Page 52 2014 RFB ver. 1 -08 1 71 TO: AND TO: EXHIBIT C NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT ALL EMPLOYEES Laborers, Operators /Engineers, Teamsters (Name of Union or Organization) The undersigned currently holds contract(s) with City20 Federal ayservation Project involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with 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: 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: Jeff Huynh City of Federal Way 33325 8t" Avenue South Federal Way, WA 98003 Thomas, Vice Pres. /General Mgr. Miles Resources, LLC (Contractor or subcontracbor) March 24, 2014 Date City of Federal Way RFB # 14 -102 S 320`x' St Preservation Project Page 53 2014 RFB ver. 1 -08 EXHIBIT D CERTIFICATE OF INSURANCE City of Federal Way RFB # 14 -102 S 320`x' St Preservation Project Page 54 2014 RFB ver. 1 -08 47701 MII 1 =CeAln ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 1 3/20/2014 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 Propel Insurance Tacoma Commercial Insurance CONTACT Sharnel Di Vona PHONE 253.310.4047 FAX Na; 866.577.1326 M, No, Ext E-MAIL skd@propelinsurance.com INSURER(S) AFFORDING COVERAGE NAIL t 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 INSURER A: Continental Western Ins Co 10804 INSURED Miles Resources LLC 400 Valley Ave NE Puyallup, WA 98372 INSURER B : $ 000 INSURER C: $1,000,000 INSURER D INSURER E: s2,000"o INSURER F : PRODUM- OOMP1tOPAGG $2,000,000 rf1VCDAf!CQ rCDTICIr ATC IJIIII11DC12• RFVINII7N Nl)NIHPR_ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMEDABOVE FORTHE POLICYPERIOD 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 SUBXCT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF NiSURANCE ADDL INSR SUB WVD POLICY NUMBER POLICY EFF MMIDD POLICY EXPLY�TS MWDD A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE I OCCUR X PD Ded: $1,000 X X CWP2865825 D4101112013 04101/201 EEAAcMHpGo�ccul�r� $1 000 00 PREMISES Rt $100,01111111 hIED EXP ampemaW $ 000 PERSONAL & ADV MAM $1,000,000 GENERAL A 0.N s2,000"o GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JCT F1 LOC PRODUM- OOMP1tOPAGG $2,000,000 $ • AUTOMOBILE LIABILITY ALL OWNED SCHEDULED I X ANY AUTO AUTOS AUTOS HIRED AUTOS XTOSED X X CWP2865825 D410112013 04/01/201 t Uw 1,000,800 BODBYftWRY�?erparaoal $ BODILY BI, Mmer. p $ PRO PERTY OA1MAt - s S • X UMBRELLA LMB EXCESS LW3 X I OCCUR CLAIMS-MADE X X CU2865826 112013 04/011201 EACH oDa s1 000 00 AGGREGATE s1 008 DED I X RETENTIONsn/a $ • WORKERS COMPENSATION AND EMPLOYERS' LIABIL/lY ANY PROPRIETORIPARTNER/EXECUTIVEa OFFICEREMBER EXCLUDED? N /M (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A CWP2865825 (WA Stop Gap) 040112013 0410112014 1 W16MI'm"k. A7v z EL. .. EA h Nr sll'oftm E.L. DISEASE- SAEIMPLOWE $I 000 000 El DISEA- Pf11CY! IYIr s1,000 000 • • • Leased /Rented Eq. Installation Fltr Jobsite pollution IMC2982131 IMC2982131 CWP2865825 PWO112013 112013 410112013 04/011201 041011201 04101/201 $500.000/5 019ded. $100,00015WOded. $1 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is requhad) RE: S 320th St Preservation Project. The City of Federal Way, its officers, officials, employees, volunteers, and agents are additional insured per the attached endorsements. City of Federal Way THE SHOULD EXPIRATIONH DATE ABOVE HEREOF, EDNOl7CE WILL BE CDELIVERED IN 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved ACORD 25 (2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1352064IM1217449 KTR00 tThis page has been left blank intentionally. Miles Resources LLC CWP2865825 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY COMMERCIAL AUTOMOBILE EXPANSION ENDORSEMENT - PLATINUM This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM The following provides a broad range of coverage in addition to that provided by the basic policy. to some instances, a higher limit or broader coverage is available. Should the policy indicate broader coverage or. higher limits than provided by this endorsement, the higher limits or broader coverage shat apply. A. BROADENED NAMED INSURED The Named Insured shown in the Declarations is amended to include: Any organization, other than a joint venture, over which you maintain ownership or majority inter- est of more than 50%, unless that organization is an "insured" under any other automobile poli- cy or would be an "insured" under such a policy but for the exhaustion of its Limit of Insurance, however, 'l. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier_ 2. Coverage does not apply to "bodily injury" or "property damage" that occurred before you C. acquired or formed the organization. B. ADDITIONAL INSURED BY CONTRACT OR AGREEMENT The following is added to Section 11 - Liabft Coverage, Paragraph A.1.: d. Any person or organization for whom you are performing operations if you and such person or organization have agreed in writ- ing in a contract or agreement that such person or organization be added as an addi- tional insured on your policy. ' (1) Such person or organization is an additional insured only with respect to liability for "bodily Injury" or °prop- erty damage ": (a) Caused by an "accident', and (b) Resulting from the ownership, maintenance or use of a cov- ered "auto°. (2) A person's or organization's status as an additional insured exists only while you are performing operations ' for that additional insured. (3) Section 11, Paragraph C. Limits of Insurance for person or organization added as additional insured are those specified in the written con- tract or agreement, or in this cover- age form, whichever is less. These limits of insurance are wive of and are not in addition to the LiWb of Insurance shown in the - lions. (4) This insurance applies on a wary and non-conbibutory basis if Dwit is required by the written contract or agreement. (5) This insurance does not ap* wit- less the Witten contract or agme- meni has ybeeen executed pri r to On w- °'7,-"7 ^'J or 'property " ADDMONAL WSWED - EMPLOYEES The following is added to the Section 0 — tiabWq Coverage, ParagrWh A.I. Who is An howind Provision: Any "employee" of yam is an 'lid" ni ttrs- ing a covered "auto" you don't ow% him or it In your business or your personal atfak& D. EXTENDED COVERAGE - BAIL BOND'S Section n — Uiabft Coverage, Paragpmpb A.2.a.(2). is deleted and replaoed by the i[avortr- ing: (2) Up to $3.W0 for cost of bid brag udiry bonds for mimed vawc law a ons) requhmd because of an "accideci we cover. We do ni have to furnish these ice. E. EXTENDED COVERAGE - LOSS of IEAnn- ING Section 11 — Liab r Coverage. A.2.a.(4) is deleted and replaced by the k4mv- ing. (4) All reasonable expenses incummd by the "insured" at our request iutd- ing actual loss of ean>�tg up In $5w a day because of tirnie ailfmni uNk CW 34 68 0110 1W W" Copyrighted material of tnsUMCM Services Page 1 Of 3 Office, Ins., with its permission F. FELLOW EMPLOYEE COVERAGE (3) Security deposits not returned by The Fellow Employee Exclusion contained in the lessor; Section If — Liability Coverage does not apply. (4) Costs for extended warranties, Cre- This coverage is excess over any other collecta- dit Life Insurance, Health, Accident ble insurance. or Disability Insurance purchased ' G. AUTO MEDICAL PAYMENTS COVERAGE - with the loan or lease; and INCREASED LIMIT (5) Carry-over balances from previous If the "insured" is wearing a seat belt at the time loans or leases. an "accident" occurs, the LIMIT OF INSUR- K. GLASS DEDUCTIBLE ANCE for AUTOMOBILE MEDICAL PAYMENTS COVERAGE shown in the Declarations will be Section III — Physical Damage Coverage, Para - double the limit shown. All other terms and con- graph D. is deleted and replaced by the follow - ditions applicable to MEDICAL PAYMENTS re- ing: main unchanged. D. DEDUCTIBLE H.. COVERAGE EXTENSION AS A CONSE For each covered "auto" our obligation to QUENCE OF THEFT OF AN "AUTO" pay for. repair, return or replace damaged or 1. Transportation Expense stolen property will be reduced by the appli- 1 cable deductible shown in the Declarations. Section III — Physical Damage Coverage, Any Comprehensive Coverage deductible Paragraph AA.a. is deleted and replaced by shown in the Declarations does not apply to: the following: 1. "Loss" caused by fire or lightning; or a. We will also pay up to $75 per day to a maximum of $2,500 for temporary 2. 'Lose when you elect to patch or repair transportation expense incurred by you a glass rather than replace. because of the total theft of a covered L. EXTENDED COVERAGE - ELECTRONIC "auto" of the "private passenger type ". We will pay only for those covered au- EQUIPMENT tos" for which you carry either Compre- The following is added tg Section ltl - Physical hensive or Specified Causes of Loss Damage Coverage, Paragraph A.4.: Coverage. We will pay for temporary c. Physical Damage Coverage on a cov- transportation expenses Incurred during ered "auto" also applies to "loss' to any the period beginning 48 hours after the electronic equipment that receives or theft and ending, regardless of the poli- transmits audio, visual or data signals cy's expiration, when the covered "auto' and that is not designed solely for the is returned to use or we pay for its reproduction of sound. This coverage "loss ". applies only if the equipment is penna- We will also pay reasonable and neces- nently installed in the covered 'au=ra at the time of "loss° or the eq�t is sary expenses to facilitate the retum of " the stolen "auto to you. removable from a housing unit which is permanently installed in the covered 1. EXTENDED COVERAGE - AIRBAGS "auto" at the time of the "ions`, and such Section III — Physical Damage Coverage, Para- equipment is designed to be solely op- erated by use of the power from the "au- graph B.3.a. does not apply to the unintended discharge of an airbag. Coverage is excess to's" electrical system, in or upon do 'auto. over any other collectible insurance or warranty covered specifically designed to provide coverage. We will pay. with respects to a covered ' J. LEASED OR FINANCED ` "AUTOS" - PHYSI- to' "au for loss" to antennas and other CAL DAMAGE COVERAGE accessories necessary far use of the electronic equipment. However, this Is added to Section III — Ph The following ' Physical does not include tapes, records or discs. Damage Coverage, Paragraph C. M. EXTENDED COVERAGE - PERSONAL EF- ' 4. In the event of a total "loss" to a covered FECTS "auto ", we will pay any unpaid amount due on the lease or loan for a covered "auto ", The following is added to Section M — Physical less: Damage Coverage, Paragraph AA.: a. The amount under the Physical Dam d. Physical Damage Coverage on a cov- Coverage section of the policy; and erect auto may be extended to loss ID your personal property or, if you are an b. Any: Individual, the personal property of a ' (1) Overdue leaselloan payments at the family member, that is in the covered "auto" "toss ". time of the "loss "; at the time of (2) Financial penalties imposed under a The most we will pay for any one "loss' lease for excessive use, abnormal under this coverage extension Is $500. wear and tear or high mileage; CW 34 68 0110 Includes Copyrighted material of Insurance Services Page 2 of 5 Office, Ina, with its permission N. TOWING AND LABOR COVERAGE X P. Section Ili — Physical Damage Coverage, Para- graph A.2. is deleted and replaced by the follow- ing: If a private passenger type "auto" or light truck "auto" (0- 10,000 Lbs. GVW) is provided both Comprehensive and Collision Coverage, we will pay up to $100 for towing and labor costs in- curred each time such "auto" is disabled. How- ever, the labor must be performed at the place of disablement. EXTENDED COVERAGE - CUSTOMIZED FURNISHINGS The following is added to Section III — Physical Damage Coverage, Paragraph A.4.: e. Physical Damage Coverage on a cov- ered "auto" may be extended to "loss" to custom furnishings including, but not li- mited to special carpeting and insula- tion, height - extending roofs, and custom murals, paintings or other decals or graphics. Our limit of liability for loss to custom furnishings shall be the least of: (1) Actual cash value of the stolen or damaged property; (2) Amount necessary to repair or re- place the property; or (3) $500. This coverage extension does not apply to electronic equipment. PHYSICAL DAMAGE COVERAGE - MIRED "AUTOS" You may extend the Comprehensive. Specified Causes of Loss and Collision coverages pro- vided an your owned "autos" to any "auto' you lease, real, hire or borrow from someone other than your employees or partners or members of their households subject to the following: 1. The nmst we will pay in any one "loss" is the least of $50,000, the actual cash value of the "auto" or the cost to repair or replace the "aafr, , except that such amount wfit be re- dd by a deductible to be determined as follow a. ahe deductible shall be equal to the amount of the highest deductible shown for any owned 'auto" of the same classi- fication for that coverage. in the event Viere is no owned "auto' of the same s1lassification, the highest deductible for any owned "auto" will apply for that cov- erage. b. No deductible will apply to "loss' caused by fire or lightning. 2. Coverage provided under this extension wilt a. Be excess over any other collectible irrance; b. Pay, in addition to the limit set forth in P.1. above, up to $500 per day, not to exceed $3,500 per "loss" for: (1) Any costs or fees associated with the "loss" to a hired "auto "; and (2) Loss of use, provided it is the con- sequence of an "accident" for which you are legally liable, and as a result of which a monetary loss is sus- tained by the leasing or rental con- cern. Q. RENTAL REIMBURSEMENT COVERAGE We will pay for rental reimbursement expenses incurred by you for the rental of an "auto' be- cause of 'loss" to a covered "auto ". 1. Payment applies in addition to the otherwise applicable amount of each coverage you have on the covered "auto ". 2. No deductible applies to this overage. 3. We will pay only for those expenses incurmd during the policy period beginning 24 hours after the "loss" and ending, regardless of the expiration date of the policy, with the lesser of the following: a. When the covered "auto has been re- paired or replaced, or b. When the total amount paid under dis coverage extension reaches $2.500- 4. Our payment is limited to the JeSser of Are following amounts: a. ]Necessary and actual expenses in- curred. b. Not more than $75 per day. 6. We will pay up to an additional $300 kw tt reasonable and necessary expenses y u ei- cur to remove your materials and from the covered "auto" and sudh materials and equipment on the r 'w- to". 6. This coverage does not while v we are spare or reserve "autos avabble to ym for your operations. 7. If "loss' results from the bola] theit of a cov- ered "auto" of the "private passer tly°, we will pay under this coverage Warily Amft amount of your rental reirntuarsen ;air_ penses which is not already provided force- der the Physical Damage Coverage Emmr- sion. R. DRIVE OTHER CAR COVERAGE 1. Changes In LJabWdy Coverage a. Any " auto" you don't own, hire or borer w is a covered "auto" for Liability Cayarqje while being used by. (1) You, if you are designated in the Declarations as an individuat; 1 CW 34 68 011 10 Includes Copyrighted material of Insurance Services Page 3 of 5 Office, Inc., with its permission (2) Your partners or members, if you owned private passenger type "autos, the are designated in the Declarations deductible shall be $50 for Comprehensive as a partnership or joint venture; Coverage and $100 for Collision Coverage. (3) Your members or managers, if you No deductible will apply to "loss" caused by are designated in the Declarations fire or lightning. as a limited liability company; E. Additional Definition ' (4) Your "executive officers ", if you are As used in this section; R. DRIVE OTHER designed in the Declarations as an CAR COVERAGE: organization other than an individu- al, partnership, joint venture or li- "Family member" means a person related to ' mited liability company; and the individual named in R.1.a by blood, Filar riage or adoption who is a resident of the indi- (5) The spouse of any person named in vidual's household, including a ward or faster R.1.a.l. through R.l.a.(4) while a child. resident of the same household. S. KNOWLEDGE OF OCCURRENCE except: The following is added to Section IV — Huss (a) Any "auto" owned by that individu- Auto Conditions, Paragraph A.2: al or by any member of his or her household. d. Notice of an "accident" or "loss'" wAl be considered knowledge of yours c* ff (b) Any "auto" used by that individual reported to you, if you are an " or his or her spouse while working a partner, an executive officer or an ehh- ' in a business of selling, senricing, ployee designated by yath to give us repairing or parking "autos ". such notice. 2. Changes In Auto Medical Payments And e. Notice of an "accident" or °loss" to your Uninsured And Underinsured Motorists Workers Compensation ins, for an ' Coverages event which later develops kft a claim The following is added to Who-is An Insured: for which there is coverage antler Its policy, shall be considened rA§w to m Any lindividual named in RA.a and his or her but only If we are nafiFted as socrh as "family members" are 'insured" while "occupy- you know that the claim should lie a& ' Ing' or while a pedestrian when being struck dressed by this policy, rather 11= ycw by any "auto" you don't own except: Workers Compensation poky- Any "auto" owned by that individual or by any f. Your rights under this poky at be amhily member". prejudiced I you fail to give as rho of 3. In Physical Damage Coverage Chaiiiiiges an "accident" or "loss", sacAeiy due b your reasonable and docurniarded bdiaf Any private passenger type "auto" you don't that the event is not covered by IMs pdl- own, hire or borrow is a covered "auto" while in icy. ' the care, custody or control of any individual named in R.1.a or his or her spouse while a The following is added to Sec@=IIV —Bud- resident of the same household except: tress Auto Conditions, ParagrWh 211: ' a. Any "auto" owned by that individual or by (6) Knowledge of the rece"" of dona- menus c onceming a or Isiff any member of his or her household. will be considered kwalefte cff b. Any "auto" used by that individual or his or yours only if receipt of auk ,hlth u- her spouse while working in a business of menu is known to ymL ffymu an am selling, servicing, repairing or parking "au- individual, a partner" ant emBmdw toe. ofd or an 4. The most we will pay for the total of all dam- bo you to forward such � ages under LIABILITY COVERAGE, AUTO MEDICAL PAYMENTS, UNINSURED MO- T. WAIVER OF SUBROGATION BY COINfRACT TOMSTS COVERAGE and UNDERIN- OR AGREEMENT SURED MOTORISTS COVERAGE is the LIWT OF INSURANCE shown in the Dada- The following is added to Section 1Y-Roibmw rattan; as applicable to owned "autos ". Auto Condiiumts, Paragraph A.S.: 5. Our +m Vatlon to pay fa-, repair, return or We waive any right of recovery we may lwe 'insured' replace damaged or stolen property under PHYSICAL DAMAGE COVERAGE, will be against any provided coverage under this endorsement under B.. IAW- rem by a deductible equal to the amount SURED BY CONTRACT OR AGREEMENT, but 'loss" ' the largest deductible shown for only as respects arising out of The opera- '2t owned owned private passenger type "auto" appply li- lion, maintenance or use of a covered ca6ile to that coverage. If there are no pursuant to the provisions or � of t o written contract or agreement. CW 34 68 0110 Includes Copyrighted material of Insurance Seniices Page 4 of 5 Office, hr, with is peanissbn U. UNINTENTIONAL OMISSIONS The following is added Section IV - Business Auto Conditions, Paragraph 13.2.: We will not deny coverage under this policy if you fail to disclose all hazards existing as of the inception date of the policy, provided such fail- ure is not intentional. V LIBERALIZATION If we revise this endorsement to provide greater coverage without additional premium charge, we will automatically provide the additional cover- age to all endorsement holders as of the day the revision is effective in your state. CW 34 68 01 10 Includes Cepyrigh material of Insurance Services Page 5 of 5 ' Office, Inc., with its perrnissim � a 0 .y �_ y ¢I y r CWP2865825 Miles Resources LLC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - COMPLETED OPERATIONS - AUTOMATIC, INCLUDING PRIMARY NON - CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. SECTION 11- WHO IS AN INSURED is :amended to include as are additional insured any pens*,;) or organization(s) when you are obligated by virtue of a written coretra�ct or agreement such n be added as an additional insured in your policy, but only vAlh respect to "bodily in °a "!p� damage" or "personal and adverfisina iNury" caused, in whole or in part, by: 1- Your acts or omissions; or 2. The acts or omissions of those ad on your behalf; for that additional insured and included in'the "products- completed operations hazard". B. LIMITS OF INSURANCE Limits of insurance for such additional insured are the limits in this coverage %nm or The ftft you and such additional insured agreed to by value of a contract or agreement, whichever is Ileas. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in On DzdlawilionL C. With respect to the insurance aftcirded+b these additional insureds„ ttte follovAng addJ&rWevdvW= apply to "bodily injury ", "property damag#" or "personal and deg injury" arm aA at 1. The rendering of or failure to r•.ander any professional services by you or on ymbellakIllid with respect to either or bode d Ow kgowft operations: a. Providing engineering, ardh or surveying services to odws in yaw as an engineer, architect or st wand b. Providing, or hiring indepen, dot professionals to provide, engineerko& ambbodbud or surveying services in connecWw w4h construction work you perform_ 3'. Subject to paragraph 3. below.,, al services include: ' a. Preparing, approving, or Wim g to prepare or approve maps, shop drawirg% mss, reports, surveys, field orrders, cimnge orders, or drawings and specifications; ad b. Supervisory or inspecfxm aclWfies performed as pram of any rellaled ardhidedbud or ' engineering activities. 3. Professional services do not kdmde services within c onsVoction means, aiedilods, 29dVf glue% sequences and procedures wiplayed by you or performed by or for the constaxMim munqW. its ' employees or its subcontractors im connection with your producls-completed opeation. D. PRIMARY NON - CONTRIBUTORY 1 When required by virtue of a vnfttw r> tact or agreement, coverage provided to any innsured by ADDITIONAL INSUI»VED - OWNERS, LESSEES, (CONTRACTORS QR HERS - COMPLETED OPERATIONS - AiNWATIC, INCLUDING PRIIIiIARY N vA be on a primary basis and will not soak icm1tribution from the additional kmwed °s poi GL CG 20 48 01 12 Includes 0cppiJWd material of Insurance Sues page y Of 1 O fi, Inc with its permission IThis page has been left blank intentionally. Miles Resources LLC CWP2865825 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY PLATINUM ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. MEDICAL PAYMENTS If SECTION 1- COVERAGE C MEDICAL PAYMENTS is not otherwise excluded from this Comae Part:. 1. The Medical Expense Limit provided by this policy, subject to the terms of SECTION NI - Lim= OF INSURANCE, shall be the greater of: a. $10,000; or b. The Medical Expense Limit shown in the Declarations of this Coverage Part. B. FIRE, LIGHTNING, EXPLOSION, SMOKE AND SPRINKLER LEAKAGE DAMAGE TO PREMWES YOU RENT If damage to premises rented to you under Coverage A. is not otherwise excluded bm t ft , the following applies: 1. The last paragraph of SECTION I - COVERAGE A.2. Exclusions is deleted and wd by me following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke crqpdFddBr leakage to premises while rented to your or temporarily occupied by you with id an owner. A separate tirnit of insurance applies to this coverage as described in SECT= tdl - LIMITS OF INSURANCE. 2. Paragraph 6. of SECTION 91- LIMITS OF INSURANCE is deleted and replaced by I Ubm&W. 6. Subject to Paragraph 5. above, the greater of: ' a. $300.,000; or b. the tie To Premises Rented To You Limit shown in fie Dedaraf ons" ' is the most we will pay under COVERAGE A for damages because of 'prqpe* to any one premises, while rented to you or temporarily occupied by q= wide sine permission of the owner- 3. Paragraph 4.b.(1XaXd -) Other insurance of SECTION IV - COMMERCfAy LIABILITY CONDITIONS is deleted and raced by the following: (IQ That is Fire, Lightning, Explosion, Smoke or Sprinkler Leakage immmcs ft premises rented to you or tewqxxarily occupied by you with the pennisfm 41 Mn Omer, 4. Paragraph 9.a. of SECTION V- DEFOUTIONS is deleted and replaced by the lioillowing ' a. A contract for a lease of premises. However, that portion of the contract for a Iama ml premises that indemnifies any peisan or organization for damage by fire, figt " .. , smoke or sprinkler leakage to premises while rented to you or temporarily 000t4Aetl &p'ym with permission of the owner is not an'"insured contract"; C. LIMITED NON - OWNED WATERCRAFT 1. Paragraph g42) of SECTION I - COVERAGE A.2. Exclusions is deleted and repla osd by an following: ' A watercraft you do not own that is: a. Less than 51 feet long; and ' CL CG 00 13 0112 Includes copyrighted rraaterial of Insurance Services paw -I are Ofim. Inc with Its permission b. Not used to carry persons or property for a charge. D. SUPPLEMENTARY PAYMENTS SECTION 1- SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended as follows: 1. The limit of insurance in paragraph 1.b. is increased from $250 to $2,500; and 2. The limit of insurance in paragraph 1.d. is increased from $250 to $500. E. AUTOMATIC ADDITIONAL INSURED - SPECIFIED RELATIONSHIPS - PRIMARY NON - CONTRIBUTORY The following is added to Paragraph 2, of SECTION 11- WHO IS AN INSURED: e. Any person or organization described below, when you are obligated by vntt m of a written contract or agreement that such person be added as an additional insured on your policy_ When required by virtue of a written contract or agreement, caverage provided to any additional. insured will be on a primary basis and will not seek contribution firm the additional insured's policy. Only the following persons or organizations are addifonal insureds under this endorsement (1) Managers Or ors Of Premises. The manager or lessor of a premise leased to Vmk but only with respect to liability arising from the ownership, mamtera aoe or use of that part of the premises leased to you and subject to the following additional eaksku : This insurance does not apply to: (a) Any 'ore which takes place after you cease to be a Mont of drat premises. (b) Structural alterations, new o crrsinrcliorr or demolition operations paged by or an behalf of the nunager or lessor. (2) Lessor Of Leased Equlprnent. Any person or organization two whMnn you tease equipment, but o*, wiith respect to lability for 'bodily injury, 'pwpady +damage' or 'personal and advertising injury caused, in whole or in part by yaw operation or use of egWpment leased to you by such persons) or s). However, this insurance does not apply to any 'occurrence' which Um place after go equipment lease expires. (3) Vendors. Any person or organization, but only with respect t+o'bod ly ice' ar damage" arising out of "your products' shown in the Schedule vAich an or sold in the regullair course of the verx s business, subject m to exclusions. n a. The insurance a#familed the vendor does not apply to: 1. *Bodily kW or 'property damage for which the vendor is .obligated io pay damages by reason of the assumption of liability in a conbvAt aragreerrrent. Tina exclusion does not apply to liabikty fix damages that the vandor worfid ton irk the alp of the contract or agreement 2. Any express warranty unauthorized by you; 3. Any physical or chernical change in the product made irderfionaly by the vendor. 4. R unless unpacked solely for the purpose of demonshation, testing, or ft subsfitution of parts under kisbucWns from Ilhe mangy; and lobar repackaged in the original container, 5. Any farfte to make such inspections, adjustments, lash or serAcing as the vendor has agreed to make or normally undertakes to make in blot usual c� of business, ter connection with the distribution or sale of tine pr+oduclis; 6. Demonstration., installation, servicing or repair operaions, except such operation perlbrrned at the vendor's premises in connection with the sale of the Product; CL CG 0013 0112 Includes coWighted material of Insurance Services Page 2 of 6 Office, Inc with its permission 7. Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. b. This insurance does not apply to any insured person or organization, frorn whom you have acquired such products, or any ingredient, part or container, entefing accompanying or containing such products. (4) State Or Political Subdivision — Pennits Or Authorizations Relating To ,. Any state or political subdivision, sulliject to the following additional provision: This insurance applies only with respect to the folloy0rig hazards for wtkh the ode or political subdivision has issued a permit in connection with premises you oM rent, or control and to which this insurance spoes: (a) The existence, maintenance, rWair, construction, erection, or removal al aduafflaft signs, awnings, canopies, velar entrances, coal holes, driveways, madbolm marquees, hoist away openings,, sidewalk vaults, street banners, or decorates ,and similar exposures; or (b) The construction, erection, ortrierroval of eleva!kors; or (c) The ownership, maintenance,,cr use of any elevators covered by Ilia insuranm Limits of insurance for such additional insured are the tirnits in this coverage form or be Taftym and such additional insured agreed to by virtue of a contract or agreement, whichever is lauL'Tbese limits are inclusive of and are not in addition lot he Umits Of Insurance shown in the Dedam When required by virtue of a written contract or agreement, coverage provided to MV adIffilionall Insured AUTOMATIC ADDITIONAL INSURED — SPECIFIED RELATIONSHIPS — ;FRWMT NON -CONTRIBUTORY will be on a primary basis and will riot soak contribution bm Smadd mall insured's policy, F. BROADENED NAMED INSURED — NEWLYACQUIRED 190 IIMAYS Paragraph 3. of SECTION 11- WHO IS AN INSURED is delleled amid replaced by the Any organization you newly acquire or form:, dkm ;parr a joartavedbm and Vownibibila ov nership or majority interest of more than will be a Nam Insured If there is mr rs ar insurance available to that organization. How': a. Coverage under this provision is affect anly unN the IBM day after Wu 20WA eartibarra the organization or the end of the policypedod, w4histaever is earlier. b. COVERAGE A does not apply to 1boft irajr,ry' or "property damage that ceawyall Indio you acquired or formed the or9ganiza&& c. COVERAGE B does not apply to "peannall and advertising iih)aray' arbif amoflom committed before you acquired or frprsresd*a otganizalimL G. AGGREGATE LIMITS OF INSURANCE The General Aggregate Limit under SECTIG H 9 — LIRM OF WWRANCE apes % each of your: i. Projects away from premises owned byaAris n I � d b you. 2. "Locations" owned by or rented to you. "Location" means premises involving the samer comvxft tbts, or premises idawconrAdfin is interrupted only by a street, roadway, wa awasy or dghtW -my of a railroad. H. IIOWLEDGE OF OCCURRENCE The following is added to paragraph 2. Duties In The Event Of Ckx unwce, Offense6 Claim arso dfSECTION IV —COMMERCIAL GENERAL UABILITY CONDITIONS. e. A report of an "occurrence', offense, cWm ar'"su0" tcr_ (1) You, if you are an individual, (2) A partner, if you are a partnership, CL CO 0013 0112 Includes copyrighted material of Ino rarrce SerWm iiaage s aft Office, I nc with its permission (3) An executive officer, if you are a corporation, or ' (4) A manager, if you are a limited liability company; is considered knowledge and requires you to notify us of the "occurrence", offense, claim, or "suit" as soon as practicable. f. We are considered on notice of an "occurrence ", offense, claim or "suit" that is reported to your Workers' Compensation insurer for an event which later develops into an "occurrence ", offense, claim or "suit" for which there is coverage under this policy. However, we will only be ' considered on notice if you notify us as soon as you know the claim should be addressed by this policy rather than your Workers' Compensation policy. 1. UNINTENTIONAL OMISSIONS ' The following is added to paragraph 6. Representations of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: d. If you unintentionally fail to disclose any exposures existing at the kxmiptime date of your ' policy, we will not deny coverage under this Coverage Part solely because of such fallure to disclose. However, this provision does not affect our right to collect addManall premium or exercise our right of cancellation or non - renewal. ' This provision does not apply to any known injury or damage which is eacuded under any other provision of this policy. J. MENTAL ANGUISH ' Paragraph 3. of SECTION V - DEFINITIONS is deleted and replaced by the follohWgg: 3. "Bodily injury" means bodily injury, sickness or disease sustained by a persomr biciluft nm at anguish or death resulting from any of these at any time. K. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS Paragraph & Transfer Of Rights Of Recovery Against Others To Us cf ;mil IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended by the addikw cif ttre We waive any right of recovery we may have because of payments we maim ftw'bm* or "property damage° arising out of your ongoing operations or "your work" does under a contrad requiring such waiver with that person or organization and included in the )3iinduds-corVilleted operations hazard". However, our rights may only the waived prior to the "occurrence giving rise lo &aiiu]wy crdame for which we make payment under this Coverage Party The insured must do rrrytlaia gailler a loss to impair our rights. At our request, the insured will bring 'suit or transfer those d4hils dwas aW has enforce those rights. L. OTHER INSURANCE When Coverage applies in this General Liability Enhancement Endorsement. no atw coverage or limit of insurance in the policy applies to loss or damage insured by this coves M. NON - EMPLOYMENT DISCRIMINATION LIABILITY (DEFENSE WITHIN LIMITS The following is added to paragraph 14. "Personal and advertising ice' SECTION V - DEFINITIONS of COMMERCIAL GENERAL LIABILITY COVERAGE FORM: h. Non - employment discrimination. Non - employment discrimination means violation of a person's civil rights wAh aniiped la such person's race, color, national origin, religion, gender, marital status, age. series oftitalon cir preference, physical or mental condition, or any other protected class or characterbfteAabilished by any federal, state or local statutes, rules or regulations. Non - employment disc' - dues tact include violation of civil rights arising out of past, present or prospective employrnent. Our obligation under the Personal and Advertising Injury Liability Coverage to pay non - employment discrimination liability damages on your behalf applies only to the an xA of damages in excess of $5,000 deductible as the result of any one offense regardless of the number of persons or organizations who sustain damages because of the offense. CL CG 0013 0112 Includes copyrighted material of insurance Services Page 4 of 6 Office, Inc with Its permission The most we will pay for all damages for non - employment discrimination is $15,000 annual aggregate. No other liability to pay sums or perform acts or services is covered. Supplemental Payments - Coverages A and B do not apply to non - employment discrimination coverage. N. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS OR OTHERS- AUTOMATIC, INCLUDING PRIMARY NON - CONTRIBUTORY 1. SECTION 11- WHO IS AN INSURED is amended to include as an additional insured any person or organization for whom you are performing operations when you are obligated by virtue of a written contract or agreement that such person or organization be added as an additional insured on your policy, but only with respect to "bodily injury", 'property damage" or personal and advertising injury' is caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations for the additionaa insured. This insurance does not apply to 'bodily injury", "property damage', "personal and wing injury" included within the 'products- completed operations hazard". This insurance does not apply to any additional insured scheduled on your poky by . endorsement 2. Limits of Insurance Limits of insurance for such additional insured are the limits in this coverage form ortta Deft You and such additional insured agreed to by virtue of a contract or agreement, whichever its Iles& These limits are inclusive of and are not in addition to tree Limits Of Insurance star in it Declarations. 3. Exclusions A. With respect to the insurance afforded to these additional kasmneds, the followil exclusions apply to 'bodily injury", 'property damage' or 'personal and add ice' arising out of: 1. The rendering of or failure to render any professional services by you or ore but only with respect to either or both of the folloaring operations: a. Providing engineering, architectural or sunmying services to others in -V= 11, 11 Aj as an engineer, architect or surveyor, and b. Providing, or hiring independent professionals #o provide, engineerkKI axfthickmW or surveying services in connection with const action work you perform. 2. Subject to Paragraph 3. below, professional services hm*Aw. a. Preparing, approving, or fairing to prepare or approve, maps, shop , opinions, reports, surveys, field orders, change carders, or dmzkW Dual specifications; and b. Supervisory or inspection activities performed as part of any related or engineering activities. 3. Professional services do not include services wittun construction means, spedwift, techniques, sequences and procedures employed by you or performed by ar far to construction manager, its employees or its subconbacta^s in connecbm vft yaw ongoing operarions. B. 'Bodily injury' or `property damage• occurring after. 1. All vmric, including materials, }carts or equipment hrtdshW in ownection vwla sadh irottc, on the project (other than service, maintenance or repairs) to be perforraaed by or on behalf of the additional insured(s) at the location of the covered operations Its been completed; or CL CG 0013 0112 Includes copyrighted material of Insurance Services Page S of S Office, Inc with its permission 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 4. Primary Non - Contributory When required by virtue of a written contract or agreement, coverage provided to any additional insured by ADDITIONAL INSURED — OWNERS, LESSEES, CONTRACTORS OR OTHERS — ONGOING OPERATIONS — AUTOMATIC, INCLUDING PRIMARY NON CONTRIBUTORY will be on a primary basis and will not seek contribution from the additional insured's policy. CL CG 0013 0112 Includes copyrigtdad material of Insurance Services Page 6 of 6 Office, Inc with Its permission IL EXHIM E CITY QF FEDERAL WAY PERFORMANCE/PAYMENT 130Np. Bond No. 023028045 KC?1N ALL PEOPLE BY THiE lSENTS 10 Princlpa vd; 'rt er h -or property;by ran of any twelemness or .ruin in Nall alien and in Arid the StW ft fbr vatua OWNW, htftby further dates and that no I nge, OftWo" of t Giber to rL AmMon to the term o the Agreement or to the Work to be perfor d themunder or ire 'specifies acwmpw*,g the same;shall in anyway effect its obl4ptlon on ft bond, it does hereby ire notice of any a�mgi� r enslon of tin,, aiteratlons or additions to the terms of the Aareementar tt Work. its firftg and its intent, tf ally, to [W 3=OIIN to the option it bas Pledted ty elect o!ptloo (b), them tipon cbrrrpl n of the necessary w *k, the y "R cam, Tim city shad returns L without irrteriest, any werp*men t ale tom: Y # t�ty any actvai whicFt exceed esh, It to ft. Y e O*n (cl the Party small >s m complete Pmodpatba in med r pin, L, prior to atay intterpead aeon I& 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 2 1 st day of March 2014 ,. . CORPORATE- SEAL OFPRIXCIPAL: • PRINCIPAL E= COWMKM SEAL OF URM 'I, t pmstvation Pmjw RFD ver. I-,Qg M /Jeffrey Thomas -ft: Vir-P 1Rr-P.,;itjent'1GPnera1 Mgr. O-Me) alley Ave NE Puyallup, WA 98372 (253) 383-35,85 (phone) Mft-axwnwamul ;Ulrmv� �' hw(AsslOarO tecreMy of the WPM bob r-Orned -as PrMIdOl ki, ft s 0 el?-r� vw� ,wbos,1grwdthe -sW,bqn4onbOo ofth �kw4ojj, , Carpotsoon,,that I knout his or ter signal0fe then ft-isgeMWM Wd'ftt and abost*d for and in b0half of said C€ -poraWn' icy authorlty of t-s Pale '%� 4 LibePP foal urance Coin FRE C y. dw Ar 41 (Aftch d rney} iniferL. S udl;jr -w- . PO Box 2940 . Tacoma, WA 98401 (Addr%S) (253) 759-2200-- (Phone) Off-W 4. Patrkli A. R3 6a —1 City Attorney isy af'ardl is st Pmwnion Pr V-0 m iw, I Pago,$7 m #14m ,201 • THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 6416055 American Fire and Casualty Company Liberty Mutual Insurance Company ' The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY ' KNOWN ALL PERSONS BY THESE PRESENTS; That American Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and WestAmerican Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies "), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Anne E. Strieby' Barbara A. Johnson; Brent E. Heilesen• Carley Espiritu; Christopher Kinyon; Diane M. Harding; Eric A. Zimmerman; Jake Oia; James B. Binder; Jamie Diemer• Jeffrey L. Zimmerman Jennifer L. Snyder Julie R. Truitt; Karen Swanson; Kathy L. Patton; Kellie Hogan; Kristine A. Lawrence; Lisa M. Anderson Mitchell R. Smee• Peggy A. Firth; Peter J. Comfort; - Phylis C. Robison; Sandra J. Kulseth; Wyntrene Mace all of the city of Tacoma state of WA each individually if there be more than one named, its true and lawful attomey -in -fact to make, execute, seat, acknowledge ' and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizanees and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this tarp dayof January 2014 - American Fire and Casualty Company a f The Ohio Casualty Insurance Company a 99 Liberty Mutual Insurance Company _ u i West mencan Insurance Company • Y r•f N J David M. Care Assistant Secretary C STATE OF PENNSYLVANIA : ss R COUNTY OF MONTGOMERY C ti. tM On this 14th day of January 2014, before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of American Fire c N v m and Casualty Company, Liberty Mutual insurance Company, The Ohio Casualty Company, and West American Insurance :Company, and that he, as such, being authorized so to do, to execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duty authorized offices ` £ > IN WITNESS WHEREOF, I have hereunto subsc ' and affixed my notarial seal at Ptymouth Meeting, Pennsylvania, on the day and year first above written. c y Teresa Pastella , Notary Public L 'OF 3, t, to # 0 q f ompany, Liberty Mutual Insurance Company, A. aWInsurance Company which resolutions are now in full force and effect reading as follows: RTIGLE IV - OFFICERS - Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact; as may be necessary to actin behalf of the Corporation to make, execute, seal; :knowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact; subject to the limitations set forth in their respective ewers of attorney, shalt have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so v.., - - - - -• - -- - -- -- - - V - - - - - C the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. m 4 ARTICLE x111 - Execution of Contracts - SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys•in -fact; as may be necessary to act in behalf of the Company to make, execute, i M C 3 seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys -in -fact subject to the limitations set forth in their O O respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 0 r executed such instruments shall be as binding as if signed by the president and attested by the secretary. 0 Certificate of Designation The President of the Company; acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in- ~ `� fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and delver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Gregory W. Davenport, the undersigned, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. r / IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of r U s }�, s 9 2 99 ; Qy' K r t GregoryX. istant Secretary Of 434 of 500 II LMS 12973_122013 AUTHORIZATION TO ACT ON BEHALF OF MILES RESOURCES, LLC A WASHINGTON LIMITED LIABILITY COMPANY WHEREAS, Miles Resources, LLC (the "Company ") is a Washington limited liability company organized for purposes of (among other things) managing and operating business assets used in connection with the Company's construction, paving and related activities; WHEREAS, all authority to operate the business and affairs of the Company is vested in one or more mangers, and the managers of the company are Walt Miles, Lisa Kittilsby, and Tim Kittilsby (hereinafter the "Managers "); WHEREAS, the Mangers of the company intend to delegate certain authority relating to the day - to -day operations of the company to the individuals identified below; NOW THEREFORE, be it resolved as follows: RESOLVED, that the Managers hereby delegate a portion of their authority to the "Operations Managers: of the Company named below; RESOLVED, that each of the Operations Managers, acting individually, shall have the power and authority to manage the day -to -day business of the company. Without limiting the generality of the foregoing, the Operations Managers shall have the power and authority to negotiate and enter into contracts on behalf of the Company, sign documents relating to such contracts, and to engage in any other acts related to the Company's day -to -day operations; RESOLVED, that Jeffrey D. Thomas, Bradley Deakins, Michael Tollkuehn and Angela Reis are hereby appointed as Operations Mangers of the company to fulfill the duties described above. For the purpose of execution of the Authorization, a facsimile or electronically scanned signature shall have the same force and effect as an original signature. This Agreement may be executed in one or more counterparts, all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this '71L-k day of 5 -"-* E _2012 MILES RESOURCES, LLC Ik f /��'� ' By: Walt Miles ' Its: Manager and Member ' By: Lisa Kittilsby Its: Manager and e By: Tim Kittilsby ' Its: Manager OPERATIONS MAN GERS P ice � D! Tliomas` President/Operations Manage A,k ._-� Bradley Deakins CFO / lOperations anager 1 Michael Tollkue - Operations Manager Angela R Operations Manager 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. S. 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 RFB # 14 -102 S 3201h St Preservation Project Page 58 2014 RFB ver. 1 -08 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 -102 S 320`x' St Preservation Project Page 59 2014 RFB ver. 1 -08 J AMENDMENTS TO THE STANDARD SPECIFICATIONS L ' City of Federal Way RFB # 14 -1.02 South 320`h Street Preservation Project 2014 RFB ver. 1 -08 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: 1. 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 # 14 -102 S 320`h Street Preservation Project 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.AP 1 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 S 320`x' Street Preservation Project Page 2 RFB ver. 1 -08 RFB # 14 -102 ' 2014 11 F, 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 Contractor costs to perform fabrication inspection on the following items: 16 17 0 Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and 18 Spherical) 19 0 Cantilever Sign Structures and Sign Bridges 20 0 Epoxy- Coated Reinforcing Steel 21 Metal Bridge Railing and Handrail 22 Modular Expansion Joints 23 Painted Piling and Casing 24 Painted and Powder - Coated Luminaire and Signal Poles 25 Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers 26 Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and 27 Sanitary Sewer Pipe 28 Precast Concrete Three Sided Structures 29 Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and 30 Box Culverts 31 Precast Concrete Traffic Barrier 32 Precast Concrete Marine Pier Deck Panels 33 Precast Concrete Floor Panels 34 Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem 35 Panels 36 Precast Concrete Retaining Walls, including Lagging Panels 37 Prestressed Concrete Girders and Precast Bridge Components 38 Prestressed Concrete Piles 39 0 Seismic Retrofit Earthquake Restrainers 40 0 Soldier Piles 41 • Steel Bridges and Steel Bridge Components 42 • Steel Column Jackets 43 0 Structural Steel for Ferry Terminals, including items such as Dolphins, 44 Wingwalls, and Transfer Spans 45 0 Treated Timber and Lumber 6 -inch by 6 -inch or larger 46 • 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. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 3 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 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.AP 1 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: 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 I 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 S 320`h Street Preservation Project Page 4 RFB ver. 1 -08 RFB # 14 -102 ' 2014 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.AP 1 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 S 320`h Street Preservation Project Page 5 RFB ver. 1 -08 RFB # 14 -102 2014 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors , 1 -08.7 Maintenance During Suspension The second paragraph is revised to read: , At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access ' routes for public use during the suspension (as required in Section 1 -07.23 or the Special Provisions.) This may include a temporary road, alternative pedestrian access route or detour. 1 -09.AP 1 , Section 1 -09, Measurement and Payment April 1, 2013 , 1 -09.1 Measurement of Quantities The following new sentence is inserted after the sentence " "Ton ":2,000 pounds of ' avoirdupois weight ": Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work shall have no specific unit of measurement requirement. 1- 09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. 1 -09.6 Force Account In item No. 3. For Equipment, the last sentence in the third sub - paragraph is revised to read: In the event that prior quotations are not obtained and the vendor is a firm independent from the Contractor or Subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of submitted invoice. 3- 01.AP3 Section 3 -01, Production From Quarry and Pit Sites August 5, 2013 3 -01.1 Description In the first paragraph, "asphalt treated base" is deleted. City of Federal Way S 3201h Street Preservation Project Page 6 RFB ver. 1 -08 RFB # 14 -102 ' 2014 I � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34, 35 36 37 38 39 40 41 42 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 $15.00 $30.00 9 -03.1 Concrete Aggregate (pavement) 4000 2000 $15.002 $30.00 9- 03.4(2) Crushed Screening 1000 500 $20.00 $40.00 In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9- 03.14(4) 1 Gravel Borrow for Structural Earth Walls 14000 2000 1 $30 $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) 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 -102 S 3201h Street Preservation Project 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 2 2 5 1 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 S 3201h Street Preservation Project Page 8 RFB ver. 1 -08 RFB # 14 -102 , 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 5- 01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2- 03.3(7)C. Opening to traffic shall meet the requirements of Section 5- 05.3(17). 5- 02.AP5 Section 5 -02, Bituminous Surface Treatment August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt ". 5- 02.1(1) New Construction This section is revised to read: This method of treatment requires two applications of emulsified asphalt and three applications of aggregate. The first application of emulsified asphalt is applied to an untreated Roadway that is followed with an application of aggregate. The second application of emulsified asphalt is followed with two additional applications of aggregate. 5- 02.1(2) Seal Coats This section is revised to read: 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 surface and to produce a uniform Roadway surface with acceptable nonskid characteristics. 5 -02.2 Materials The following new paragraph is inserted after the second paragraph: Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3 -04. The second and fourth paragraphs (after implementing the preceding Amendment) are deleted. 5- 02.3(1) Equipment The second sentence in the second paragraph is revised to read: A temperature measuring device shall be capable of reporting the temperature of emulsified asphalt in the tank. City of Federal Way S 320`h Street Preservation Project Page 9 RFB ver. 1 -08 RFB # 14 -102 2014 1 5- 02.3(2)A New Construction 2 The fourth and fifth paragraphs are revised to read: 3 ,4 Immediately before the first application of emulsified asphalt, the Roadway surface shall 5 be in the following condition: firm and unyielding, damp, free from irregularities and 6 material segregation, and true to line, grade, and cross - section. , 7 8 No traffic will be allowed on the prepared surface until the first application of emulsified 9 asphalt and aggregate has been completed. ' 10 11 5- 02.3(3) Application of Asphalt and Aggregate 12 The table "Application Rate" is revised to read:' ,v \" A-` ' e r .111tit� ��iristry�on First 0.35 -0.65 %2 inch- No. 4 25 -45 Application or 3/ inch-1/2 inch Second App{ cat on 0.35 -0.60 %2 inch- No. 4 25 -40 Choke Stone N/A No. 4 - 0 4 -6 % inch No. 4 0.40 -0.65 % inch - No. 4 25 -45 Choke Stone No. 4 - 0 4 -6 %2 inch — No. 4 0.35 -0.55 '/2 inch- No. 4 20 -35 ' Choke Stone No. 4 - 0 4 -6 % inch — No. 4 0.35 -0.55 % inch- No. 4 20 -30 Choke Stone N/A No. 4 - 0 4 -6 ' 14 ' 15 The table "Pavement Sealing" is deleted. City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 10 2014 RFB ver. 1 -08 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 Before application of the fog seal, all surfaces shall be thoroughly cleaned of dust, soil, 10 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 gal /sy. 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 The CSS -1 or CSS -1 h emulsified asphalt may be diluted with water at a rate of one part 29 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 ( )" 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 -102 S 3201h Street Preservation Project Page 11 2014 RFB ver. 1 -08 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 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 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 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)B3 Vacant 46 47 5- 04.3(11)D General 48 The last sentence in the first paragraph is deleted. 49 City of Federal Way S 320`h Street Preservation Project Page 12 RFB ver. 1 -08 RFB # 14 -102 ' 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 CI. _ 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 S 320'h Street Preservation Project Page 13 RFB ver. 1 -08 ft RFB # 14 -102 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 S R& Street Preservation Project Page 14 RFB ver. 1 -08 RFB # 14 -102 ' 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 Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 1. Surface preparation 2. Application methods 3. Requirements for concrete curing prior to sealer application 4. Temperature, humidity and precipitation limitations for application 5. Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish (except that concrete barrier surfaces shall be finished in accordance with Section 6- 02.3(11)A). The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approval of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. The final appearance shall be even and uniform without blotchiness, streaking or uneven color. Surface finishes deemed unacceptable by the Engineer shall be re- coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 6- 02.3(16) Plans for Falsework and Formwork Item No. 4 in the seventh paragraph is revised to read: 4. Conditions required by other Sections of 6- 02.3(17), Falsework and Formwork. Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. The following paragraph is inserted after the seventh paragraph: Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided: 1. Concrete placement rate is 4 feet per hour or less. 2. Facing is 3/ -inch plywood with grades as specified per Section 6- 02.3(17)1. 3. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 15 2014 RFB ver. 1 -08 1 M 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 Deck Concrete Placement 13 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 6- 02.3(17)F4 Temporary Bracing for Bridge Girders During Erection 32 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 6- 02.3(17)H Formwork Accessories '45 46 The first paragraph is deleted and replaced with the following two new paragraphs: 47 .Formwork accessories such as form ties, form anchors, form hangers, anchoring '48 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 S 320`h Street Preservation Project Page -16 RFB ver. 1 -08 RFB # 14 -102 ' 2014 ' 1 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 %2" 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 City of Federal Way RFB # 14 -102 S 3201" Street Preservation Project 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 local 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 31 6. Bolt holes in girder top flanges shall be filled with high strength bolts after 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 6- 03.3(13) Fabricating Tension Members ,41 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 6- 03.3(2$)A Method of Shop Assembly '47 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 -102 ' S 320'h Street Preservation Project Page 18 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 48 49 50 51 52 the previous stage and two or more truss panels or girder shop sections added at the advancing end. 6- 03.3(32) Assembling and Bolting The first sentence in the fourth paragraph is revised to read: To complete a joint following one of the methods listed above, the Contractor shall fill all remaining holes of the field connection or splice place with bolts and tighten to snug - tight. The following two new paragraphs are inserted after the fourth paragraph: The Contractor shall complete the joint or connection within ten calendar days of installing the first bolt or within a duration approved by the Engineer. Any bolts inserted in an incomplete connection, either loose or tightened snug- tight, which exceed the specified duration for completing the connection, shall be subject to the following requirements: Three assemblies for each size and length shall be removed from connection(s) that are to be tensioned. Rotational capacity tests shall be performed on the removed assemblies to demonstrate the assembly has sufficient lubricant to be tensioned satisfactorily. 2. Five assemblies shall be removed from the connection to establish the inspection torque. 3. In the case of tension controlled bolts, three assemblies shall be removed and 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. Assemblies removed for the purpose of rotational capacity testing, determination of the inspection torques, or verification of tension controlled bolt performance shall be replaced with new bolts at no additional expense to the Contracting Agency. To minimize the number of removed assemblies, the Contractor may combine rotational capacity testing and inspection torque determination as approved by the Engineer. 6- 03.3(33) Bolted Connections The fourth paragraph is revised to read: All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. Bolts shall not be galvanized unless specified in the Contract documents. AASHTO M 253 bolts shall not be galvanized and shall not be used in contact with galvanized metal. In the tenth paragraph, the first paragraph of Item number 3. is revised to read: 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method (Tension Control Bolt Assembly) - Tension control bolt assemblies shall include the bolt, nut, and washer(s) packaged and shipped as a single assembly. Unless otherwise approved by the Engineer, tension control bolt assembly components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852. If approved by the Engineer, the tension control bolt assembly components may be interchanged within the City of Federal Way S 320`h Street Preservation Project Page 19 RFB ver. 1 -08 RFB # 14 -102 2014 1 same component lot for girder web splices or other locations where access to 2 both sides of the connection is restricted. 3 4 6- 03.3(33)A Pre - Erection Testing 5 The following new paragraph is inserted after the fourth paragraph: 6 7 Three twist off -type tension controlled bolt assemblies, per assembly lot, shall be tested 8 in a bolt tension calibrator. The bolts shall first be tensioned to a snug tight condition. 9 Tensioning shall then be completed by tightening the assembly nut in a continuous 10 operation using a spline drive installation tool until the spline shears from the bolt. The 11 bolt assembly tension shall meet the requirements of Table 1. If any specimen fails, the 12 assembly lot is rejected. 13 14 6- 03.3(33)B Bolting Inspection 15 The first paragraph is revised to read: 16 17 The Contractor, in the presence of the Project Engineer, shall inspect the tightened bolt 18 using a calibrated inspection torque wrench, regardless of bolting method. The 19 Contractor shall supply the inspection torque wrench. Inspection shall be performed 20 within seven calendar days from the completion of each bolted connection or as 21 approved by the Project Engineer. 22 23 6- 03.3(36) Setting and Grouting Masonry Plates 24 Item number 2. in the second paragraph is revised to read: 25 26 2. Place steel shims under the masonry plates to position pin centers or bearings to 27 line and grade and in relationship to each other. Steel shims shall be the size and 28 be placed at the locations shown in the Plans; 29 30 6- 03.3(39) Swinging the Span 31 The second and third paragraphs are revised to read: 32 33 After the falsework is released (spans swung free), the masonry plates, shoes, and 34 keeper plates are grouted, and before any load is applied, the Contractor (or the 35 Engineer if the Contracting Agency is responsible for surveying) shall survey elevations 36 at the tenth points along the centerline on top of all girders and floorbeams. The 37 Contractor shall calculate the theoretical top of girder or floorbeam flange elevations 38 and compare the calculated elevations to the surveyed elevations. The theoretical pad 39 or haunch depth shown in the Plans shall be increased or decreased by the difference 40 between the theoretical and surveyed top of girder or floorbeam elevations. The soffit 41 (deck formwork) shall be set based on the Plan bridge deck thickness and the adjusted 42 pad or haunch depth. 43 44 The Contractor shall submit all survey data and calculations to the Engineer for review 45 ten working days prior to placing any load, beyond the maximum five pounds per square 46 foot of form weight allowed, on the Structure. 47 City of Federal Way S 320`h Street Preservation Project Page 20 RFB ver. 1 -08 RFB # 14 -102 ' 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 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 S 320`h Street Preservation Project Page 21 RFB ver. 1 -08 RFB # 14 -102 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 All steel surfaces cleaned to bare metal by abrasive blast cleaning shall receive the primer coat within the same working day as the cleaning to bare metal and before any rust begins to form. 6 -07.5 Payment The third paragraph is revised to read: The lump sum Contract price for "Cleaning and Painting - " shall be full pay for the Work as specified, including developing all submittals, arranging for and accommodating contact and on -site attendance by the paint manufacturer's technical representative, furnishing and placing all necessary staging and rigging, furnishing, operating and mooring barges, furnishing and operating fixed and movable work platforms, accommodating Contracting Agency inspection access, conducting the Contractor's quality control inspection program, providing material, labor, tools, and equipment, furnishing containers for containment waste, collecting and storing containment waste, collecting, storing, testing, and disposing of all containment waste not conforming to the definition in Section 6- 07.3(10)F, performing all cleaning and preparation of surfaces to be painted, applying all coats of paint and sealant, correcting coating deficiencies, completing coating repairs, and completing project site cleanup. The first sentence in the fourth paragraph is revised to read: Progress payments for "Cleaning and Painting - of will be made on a monthly basis and will be based on the percentage of the total estimated area satisfactorily cleaned I and coated as determined by the Project Engineer. 6- 10.AP6 ' Section 6 -10, Concrete Barrier August 5, 2013 6 -10.3 Construction Requirements , This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9 -07.7, may be , substituted in concrete barrier in place of deformed steel bars conforming to Section 9- 07.2, subject to the following conditions: 1. Steel welded wire reinforcement spacing shall be the same as the deformed , steel bar spacing as shown in the Standard Plans. 2. The minimum cross sectional area for steel welded wire reinforcement shall be ' no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. ' 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. ' 6- 10.3(6) Placing Concrete Barriers The first and second sentences in the first paragraph are revised to read: ' City of Federal Way S 320`h Street Preservation Project Page 22 RFB ver. 1 -08 RFB # 14 -102 ' 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 Precast concrete barrier Types 2 and 4, precast single slope barrier, and transitions shall rest on a paved foundation shaped to a uniform grade and section. The foundation surface for precast concrete barrier Types 2 and 4, precast single slope barrier, and transitions shall meet this test for uniformity: 6 -10.5 Payment In the second paragraph, the bid item "Conc. Class 4000" is revised to read: "Conc. Class 4000 6- 12.AP6 Section 6 -12, Noise Barrier Walls August 6, 2012 6- 12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -12.5. 6- 12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted. 6 -12.5 Payment This section is supplemented with the following: "Removing Noise Barrier Wall Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 12.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup 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 Noise Barrier Wall 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: City of Federal Way S 320`h Street Preservation Project Page 23 RFB ver. 1 -08 RFB # 14 -102 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 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 9 -01 Aggregates for Portland Cement Concrete 9 -03.1 Sand 9- 03.13(1) Gravel Borrow for Structural Earth Wall 9- 03.14(4) Polyurethane Sealant 9- 04.2(3) Closed Cell Foam Backer Rod 9- 04.2(3)A Anchor Rods and Associated Nuts, Washers, and Couplers 9- 06.5(1) Reinforcing Steel 9 -07 Wire Mesh for Concrete Reinforcement 9 -07.7 Grout 9- 20.3(4) Construction Geosynthetic 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 RFB # 14 -102 S 320°i Street Preservation Project Page 24 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 48 49 6 -14.5 Payment In this section, the bid item "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul ". Is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul" 6- 15.AP6 Section 6 -15, Soil Nail Walls January 2, 2012 6 -15.2 Materials The referenced section for the following item is revised to read: Grout 9- 20.3(4) 6- 15.3(3) Submittals Item f beneath item number 3 is revised to read: f. Mix design and procedures for placing the grout. 6- 15.3(6) Soil Nailing This section is supplemented with the following: 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 and proof testing of the soil nails 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- 16.AP6 - Section 6 -16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6- 16.3(3) Shaft Excavation The third sentence in the seventh paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -16.5. 6 -16.5 Payment This section is supplemented with the following: "Removing Soldier Pile Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once City of Federal Way S 3201h Street Preservation Project Page 25 RFB ver. 1 -08 RFB # 14 -102 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 S 3201h Street Preservation Project Page 26 RFB ver. 1 -08 UB # 14 -102 ' 2014 I � 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 slurry 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)6 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 slurry manufacturer's recommendations and these Special City of Federal Way S 3201h Street Preservation Project Page 27 RFB ver. 1 -08 RFB # 14 -102 2014 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 26 Shaft Slurry Technical Assistance 27 28 The second sentence in the first paragraph (except for the numbered items) is revised to 29 read: 30 31 The Contractor shall submit the following to the Engineer: 32 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 S 320`h Street Preservation Project Page 28 RFB ver. 1 -08 RFB # 14 -102 ' 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 4. The slurry level in the shaft throughout all stops as specified in Section 6- 19.3(3)A and during concrete placement as specified in Section 6- 19.3(7) shall be no lower than the water level elevation outside the shaft. 6- 19.3(4)F Slurry Disposal This section including title is revised to read: 6- 19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry- contacted spoils as specified in the shaft installation narrative in accordance with Section 6- 19.3(2)B, item 8, and in accordance with the following requirements: Water slurry with no additives may be infiltrated to an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer -based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer. Spoils in contact with synthetic slurry or water slurry with polymer -based additives shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. 7- 02.AP7 Section 7 -02, Culverts August 6, 2012 7 -02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. City of Federal Way S 3201h Street Preservation Project Page 29 RFB ver. 1 -08 RFB # 14 -102 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 "PE 4,, 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 Drywelis 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 RFB # 14 -102 ' S 3201h Street Preservation Project Page 30 2014 RFB ver. 1 -08 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 specified 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 S 320`h Street Preservation Project Page 31 RFB ver. 1 -08 RFB # 14 -102 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 Moderate -Term Mulch and Long -Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 8- 01.3(2)E Soil Binders and Tacking Agents This section including title is revised to read: 8- 01.3(2)E Tackifiers Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-Term Mulch shall be used as a tracer. Tackifier shall be mixed and applied in accordance with the manufacturer's recommendations. Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/ pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of Short -Term Mulch shall be applied with the dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand -held fertilizer spreader or a tractor - mounted spreader. PAM shall be applied only to areas that drain to completed sedimentation control BMPs in accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 48 -hour period. PAM shall not be applied during rainfall or to saturated soils 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. 8- 01.3(3) Placing Erosion Control Blanket This section including title is revised to read: 8- 01.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material for an area based on the intended function: slope or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. City of Federal Way S 320`'' Street Preservation Project Page 32 RFB ver. 1 -08 RFB # 14 -102 ' 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 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 application 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 S 3201h Street Preservation Project Page 33 RFB ver. 1 -08 RFB # 14 -102 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 When wattles, coir logs, and compost socks are used as check dams they shall be measured and paid as check dam in accordance with Section 8 -01.4 and 8 -01.5. 8- 01.3(6)A Geotextile- Encased Check Dam This sections content including title is deleted. 8- 01.3(6)B Quarry Spall Check Dam This sections content including title is deleted. 8- 01.3(6)C Sandbag Check Dam This sections content including title is deleted. 8- 01.3(6)D Wattle Check Dam This sections content including title is deleted. 8- 01.3(6)E Coir Log This section including title and section number is revised to read: 8- 01.3(6)A Coir Log Coir logs are used as erosion and sediment control or bank stabilizing device. Coir logs shall be laid out, spaced, staked and installed in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. 8- 01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. All quarry spall material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8- 01.3(9)A Silt Fence This section and all sub - sections including title is revised to read: 8- 01.3(9)A Fencing 8- 01.3(9)A1 High Visibility Fencing High visibility fencing (HVF) shall be orange in color and installed along the site preservation lines shown in the Plans or as specified by the Engineer. Post spacing and attachment of the fencing material to the posts shall be as shown in the Standard Plans and in accordance with Section 9- 14.5(8). The HVF shall not be fastened to trees. 8- 01.3(9)A2 Silt Fence Silt fence shall be black in color and used as a sediment control device to prevent sediment laden water from leaving project boundaries, to manage stormwater within the site, or to create small detention areas. Silt fence shall be installed at locations shown in the Plans. The geotextile shall be securely attached to the posts and support system. Post spacing and attachments shall be as shown in Standard Plans. City of Federal Way S 3201h Street Preservation Project Page 34 RFB ver. 1 -08 RFB # 14 -102 ' 2014 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'/ inches by the minimum length shown in the Plans. 8 9 When sediment deposits reach approximately Y3 the height of the silt fence, the 10 deposits shall be removed and stabilized in accordance with Section 8- 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 extra strength may 18 be required, such as the toe of steep cut or fill slopes or areas where equipment 19 may push excessive soils toward the fence. When backup support is used, wire 20 shall have a maximum mesh spacing of 2 inches, and the plastic mesh 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), Table 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) in areas where 37 extra strength may be required, such as the toe of steep cut or fill slopes or areas 38 where equipment may push excessive soils toward the sensitive or protected 39 areas. When backup support is used, wire shall have a maximum mesh spacing of 40 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation 41 as the geotextile it supports. The strength of the wire or plastic mesh shall be 42 equivalent to or greater than as required in Section 9- 33.2(1), 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 -102 S 3201h Street Preservation Project Page 35 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 48 49 50 51 52 Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time they are in use. Rock material used for filter berms shall meet the grading requirements in Section 9- 03.9(2), but shall not include any recycled materials as outlined in Section 9- 03.21. The last sentence in the third paragraph is revised to read: Compost shall be Medium Compost. 8- 01.3(9)C Straw Bale Barrier This section including title is revised to read: 8- 01.3(9)C Vacant 8- 01.3(10) Wattles This section is revised to read: Wattles are used as a flow control and sediment control device. Wattles shall be installed as soon as construction will allow or when designated by the Engineer. Wattle installation and trenching shall begin from the base of the slope and work uphill prior to any topsoil or compost placement. Excavated material from trenching shall be spread evenly along the uphill slope and be compacted using hand tamping or other method approved by the Engineer. On gradually sloped or clay -type soils trenches shall be 2 to 3 inches deep. On loose soils, in high rainfall areas, or on steep slopes, trenches shall be 3 to 5 inches deep, or half the thickness of the wattle, whichever is greater. Wattles shall be laid out, spaced and staked in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. If trenching and staking is not possible due to rocky soils, compost socks shall be used instead of wattles. The Contractor shall exercise care when installing wattles to ensure the method of installation minimizes disturbance and prevents sediment or pollutant discharge into water bodies. 8- 01.3(11) Vacant This section including title is revised to read: 8- 01.3(11) Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other ' conveyances. All quarry spall material used for outlet protection shall be free of extraneous material and meet the gradation requirements in Section 9 -13.6. 8- 01.3(12) Compost Socks , This section is revised to read: Compost socks are used as a flow control and sediment control device. Compost socks ' shall be installed as soon as construction will allow or when designated by the Project 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 shall be securely overlapped to create a continuous length. Terminal ends of the City of Federal Way S 320"' Street Preservation Project Page 36 RFB ver. 1 -08 RFB # 14 -102 , 2014 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 45 46 47 48 49 50 51 continuous length shall be curved 2 to 4 feet upward into the slope to prevent concentrated flows from going around the terminal ends. Finished grades shall be of a natural appearance with smooth transitions. Compost for compost socks shall be Medium Compost. Compost sock shall be laid out, spaced and staked in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. If staking is not possible or if the compost sock is being used on concrete, heavy blocks or an equivalent item shall be used to weigh down and secure the sock. Compost socks shall be laid out, spaced and staked in accordance with the Standard Plans. The Contractor shall exercise care when installing compost socks to ensure that the method of installation minimizes disturbance of waterways and prevents sediment or pollutant discharge into water bodies. Stakes shall be removed to minimize soil disturbance. 8- 01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8- 01.3(16) Removal The first sentence in the first paragraph is revised to read: When the Project Engineer determines that an erosion control BMP is no longer required, the Contractor shall remove the BMP and all associated hardware from the project limits. The first and second sentences in the second paragraph are revised to read: The Contractor shall remove BMPs and associated hardware in a way that minimizes soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil after removal of BMP's. 8 -01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. The twelfth paragraph (after the preceding amendment is applied) is revised to read: City of Federal Way S 3201h Street Preservation Project Page 37 RFB ver. 1 -08 RFB # 14 -102 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 Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre by ground slope measurement or through the use of design data The fifteenth paragraph (after the preceding amendment is applied) is revised to read: Fencing will be measured by the linear foot along the ground line of the completed fence. This section is supplemented with the following: Outlet Protection will be measured per each initial installation at an outlet location. 8 -01.5 Payment The paragraph following the bid item, "Plastic Covering ", per square yard is revised to read: The unit Contract price per square yard for "Plastic Covering" shall be full payment to perform the Work as specified in Section 8- 01.3(5) and as shown in the Plans, including removal and disposal at an approved disposal site. The bid item "Straw Bale ", per each is deleted. The bid item "_Erosion Control Blanket", per square yard is deleted. The bid item "Soil Binder or Tacking Agent ", per acre is deleted. This section is supplemented with the following: "Outlet Protection ", per each. The unit Contract price per each for "Outlet Protection" shall be full payment for all costs incurred to complete the Work. " Tackifier", per acre. The unit Contract price per acre for " Tackifier" shall be full payment for all costs incurred to complete the Work. "Biodegradable Erosion Control Blanket ", per square yard. The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work. "High Visibility Silt Fence ", per linear foot. 8- 02.AP8 Section 8 -02, Roadside Restoration August 5, 2013 In this section, "psiPE" is revised to read "PSIPE ". 8- 02.3(2) Roadside Work Plan The first sentence in the second paragraph is revised to read: The Roadside Work Plan shall also include a copy of the approved progress schedule. City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 38 2014 RFB ver. 1 -08 1 The sub paragraph titled "Progress Schedule" is deleted. 2 3 8- 02.3(4)C Topsoil Type C 4 In this section, "9- 14.1(2)" is revised to read "9- 14.1(3) ". 5 6 8- 02.3(8) Planting 7 Item number 1 in the second paragraph is revised to read: 8 9 1. Non - irrigated Plant Material 10 West of the summit of the Cascade Range - October 1 to March 1. 11 East of the summit of the Cascade Range - October 1 to November 15. 12 13 8 -02.4 Measurement 14 The first sentence is revised to read: 15 16 Topsoil, mulch and soil amendments will be measured by the acre along the grade and 17 slope of the area covered immediately after application. 18 19 The seventh sentence is revised to read: 20 21 Compost will be measured by the acre along the grade and slope of the area covered 22 immediately after application. 23 24 8 -02.5 Payment 25 The bid item "Topsoil Type ", per cubic yard and following paragraph are revised to 26 read: 27 28 "Topsoil Type ", per acre. 29 30 The unit contract price per acre for "Topsoil Type " shall be full pay for providing the 31 source of material for topsoil Type A and C, for pre- excavation weed control, excavating, 32 loading, hauling, intermediate windrowing, stockpiling, weed control on stockpiles or 33 windrows, and removal, placing, spreading, processing, cultivating, and compacting 34 topsoil Type A, Type B, and Type C. 35 36 The bid item "Fine Compost ", per cubic yard is revised to read: 37 38 "Fine Compost ", per acre. 39 40 The bid item "Medium Compost ", per cubic yard is revised to read: 41 42 "Medium Compost ", per acre. 43 44 The bid item "Coarse Compost ", per cubic yard and following paragraph are revised to read: 45 46 "Coarse Compost ", per acre. 47 48 The unit Contract price per cubic yard for "Fine Compost ", Medium Compost" or 49 "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the 50 existing soil. 51 52 The bid item "Soil Amendment ", per cubic yard and following paragraph are revised to read: City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 39 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 48 49 50 "Soil Amendment ", per acre. The unit Contract price per acre for "Soil Amendment" shall be full pay for furnishing and incorporating the mulch onto the existing soil. The bid item "Bark or Wood Chip Mulch ", per cubic yard and following paragraph are revised to read: "Bark or Wood Chip Mulch ", per acre. The unit Contract price per acre for "Bark or Wood Chip Mulch" shall be full pay for furnishing and spreading the mulch onto the existing soil. 8- 03.AP8 Section 8 -03, Irrigation Systems April 2, 2012 8- 03.3(7) Flushing and Testing The fifth paragraph is deleted. 8- 04.AP8 Section 8 -04, Curbs, Gutters, and Spillways April 2, 2012 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub - section: 8- 04.3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. 8 -04.4 Measurement This section is supplemented with the following: Roundabout splitter island nosing curb will be measured per each. 8 -04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb ", per linear foot is deleted This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb ", per each. City of Federal Way S 320`h Street Preservation Project Page 40 RFB ver. 1 -08 RFB # 14 -102 ' 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 The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. 8- 07.AP8 Section 8 -07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: 8 -07 Precast Traffic Curb 8 -07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8 -07.2 Materials The material reference "Block Traffic Curb 9- 18.3" is deleted from this section. The referenced section for the following item is revised to read: Paint 9 -34.2 8- 07.3(1) Installing Curbs The fifth and seventh paragraphs are deleted from this section. 8 -07.4 Measurement The first paragraph is deleted from this section. 8 -07.5 Payment The following bid items are deleted from this section: "Type A Precast Traffic Curb ", per linear foot. "Type C Precast Traffic Curb ", per linear foot. "Type A Block Traffic Curb ", per linear foot. "Type C Block Traffic Curb ", per linear foot. 8- 11.AP8 Section 8 -11, Guardrail August 5, 2013 8 -11.2 Materials The following material reference is deleted from this section: Weathering Steel Beam Guardrail 9 -16.8 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 41 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 48 49 8- 11.3(1)B Erection of Rail The last sentence in the first paragraph is revised to read: All holes shall be painted with two coats of paint conforming to Section 9- 08.1(2)B. The fourth paragraph is revised to read: Galvanized steel rail plates shall be fastened to the posts with galvanized bolts, washers, and nuts of the size and kind shown in the Plans. The last paragraph is deleted. 8- 11.3(1)D Removing Guardrail and Guardrail Anchor The first two sentences in the first paragraph are revised to read: Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shall include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly. 8 -11.4 Measurement The seventh paragraph is revised to read: Measurement of removal of guardrail will be by the linear foot measured along the line of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8 -11.5 Payment The bid item "Weathering St. Beam Guardrail Type ", per linear foot is deleted. The second paragraph is revised to read: The unit Contract price per linear foot for "Beam Guardrail Type ", "Beam Guardrail Type 1- Ft. Long Post ", and "Beam Guardrail Type 31- Ft. Long Post ", shall be full payment for all costs to obtain and provide materials and perform the Work as described in Sections 8- 11.3(1)A and 8- 11.3(1)B, including costs for additional rail elements when nested rail is required, and when connections to concrete masonry Structures are required. The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as described in Section 8- 11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. City of Federal Way S 320`h Street Preservation Project Page 42 RFB ver. 1 -08 RFB # 14 -102 ' 2014 I � ' 1 8- 12.AP8 2 Section 8 -12, Chain Link Fence and Wire Fence 1 3 April 2, 2012 4 In this Section "Engineer" is revised to read "Project Engineer ". ' S 6 8 -12.2 Materials 7 This section is supplemented with the following: 8 9 Paint 9- 08.1(2)6 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 18 After the post is set and plumbed, the hole shall be filled with Grout Type 4. 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 ara raph is deleted. p 9 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 34 The tenth paragraph is revised to read: 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)B Top Rail 40 This section's content including title is deleted and replaced with: 41 42 8- 12.3(1)6 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 50 the Engineer. 51 ' City of Federal Way RFB # 14 -102 S 320th Street Preservation Project Page 43 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 48 49 50 51 8- 12.3(1)D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1 -inch above the ground and on a straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24 -inch intervals. 8- 12.3(1)E Chain Link Gates The third paragraph is deleted. 8- 12.3(2)A Posts In the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The fourth sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. The eleventh paragraph is deleted. 8 -12.5 Payment The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to I read: The unit Contract price per linear foot for "Chain Link Fence Type " shall be full ' payment for all costs for the specified Work including brace post installation and all other requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. City of Federal Way S 320`h Street Preservation Project Page 44 RFB ver. 1 -08 RFB # 14 -102 ' 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 The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain Link Fence ", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate ", per each: The unit Contract price per each for "Double 14 Ft. Chain Link Gate ", "Double 20 Ft. Chain Link Gate ", and "Single 6 Ft. Chain Link Gate ", shall be full payment for all costs for the specified Work. The paragraph following the item "Wire Fence Type ", per linear foot is revised to read The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. The paragraph following the item "Access Control Gate ", per each is revised to read: The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work. 8- 15.AP8 Section 8 -15, Riprap April 2, 2012 8 -15.1 Description The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap. 8- 20.AP8 Section 8 -20, Illumination, Traffic Signal Systems, And Electrical August 5, 2013 8- 20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements for the specified class, be cast - in -place concrete and be constructed in accordance with Sections 6 -02.2 and 6 -02.3. Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P. Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, City of Federal Way S 320`h Street Preservation Project Page 45 RFB ver. 1 -08 RFB # 14 -102 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 49 50 51 or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9 -07. 8- 20.3(5) Conduit This sections content is deleted and replaced with the following new sub - sections: 8- 20.3(5)A General The ends of all conduit, metallic and nonmetallic, shall be reamed to remove burrs and rough edges. Field cuts shall be made square and true. The ends of unused conduits shall be capped. When conduit caps are removed, the threaded ends of metal conduit shall be provided with approved conduit bushings and non -metal conduit shall be provided with end bells. Reducing couplings will not be permitted. Existing conduit in place scheduled for installation of new conductor(s) shall first have any existing conductor(s) removed and a cleaning mandrel shall be pulled through. The existing conduit shall then be prepared subject to the same requirements outlined in this paragraph, for new conduit and innerduct, unless otherwise indicated in the plans. All new conduit and all innerduct shall be blown clean with compressed air. Then in the presence of the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, shall be pulled through to ensure that the raceway has not been deformed. This shall be done prior to pulling wire or fiber optic cable and after final assembly is in place. Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans. As soon as the sizing mandrel has been pulled through innerduct, a 200 -lb minimum tensile strength pull string shall be installed and attached to duct plugs at both ends. When conduit is installed for future use, as soon as the bushing or end bell has been installed and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped. 8- 20.3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cable or conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12- inches above the conduit unless otherwise detailed in the Plans. Detectable Underground Warning Tape shall extend 2 -feet into boxes or vaults. Splicing of the tape shall be in accordance with tape manufacturer's recommended materials and procedures. Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable. When open trenching is used, the location wire shall be placed in continuous lengths directly above the conduit. Where conduit is installed by other methods, the Location Wire shall be attached to the outside of the conduit with electrical tape placed at minimum 18 -inch intervals. Location Wire shall extend 12 -feet into boxes or vaults. Splices shall be crimped using a non - insulated butt splice, soldered and covered with moisture - blocking heat shrink. 8- 20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit ITS conduit and both ends of conduit runs entering cabinets, with the exception of the 1/2 inch grounding conduit, shall be sealed with self expanding water proof foam City of Federal Way S 320`h Street Preservation Project Page 46 RFB ver. 1 -08 RFB # 14 -102 ' 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 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: 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 S 320`h Street Preservation Project Page 47 RFB ver. 1 -08 RFB # 14 -102 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 Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. Except as described under Non- Metallic Conduit, unless otherwise indicated in the Plans or Standard Plans, the same type of conduit shall be used for the entire length of the run, from outlet to outlet. Innerduct shall have a smooth wall non ribbed interior surface, with factory pre - lubricated coating. Innerduct within the Traveled Way or Shoulders and innerduct which is not factory installed shall be schedule 40 high- density polyethylene (HDPE). The innerduct shall be continuous with no splices. Innerduct which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit beyond each end of the outer -duct and shall be allowed to finish contracting for 21 calendar days before it is terminated. Innerduct shall be terminated with end bells flush to '/ inch out of the outer -duct and the space between the outer -duct and innerduct shall be sealed with rodent and moisture resistant foam designed for this application and installed in accordance with the manufacturer's recommendations. 8- 20.3(5)B1 Rigid Metal Conduit Slip joints or running threads will not be permitted for coupling metallic conduit; however, running threads will be permitted in traffic signal head spiders and rigid metal conduit (RMC) outer -duct. When installing rigid metal conduit (RMC), if a standard coupling cannot be used, an approved three -piece coupling shall be used. Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conforming to Section 9- 08.1(2)B. The paint shall have a minimum wet film thickness of 3 -mils. The painted coating shall cover the entire coupling or fitting. The threads on all metal conduit shall be rust -free, clean, and painted with colloidal copper suspended in a petroleum vehicle before couplings are made. All metallic couplings shall be tightened so that a good electrical connection will be made throughout the entire length of the conduit run. If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling. Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings. Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 2- inches beyond the inside wall face. (for the installation of grounded end bushing and bonding.) Rigid metal conduit (RMC) 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 in accordance with the manufacturer's recommendations. Rigid metal conduit (RMC) bends shall have a radius consistent with the requirements of Code Article 344.24 and other articles of the Code. Where factory bends are not used, conduit shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable. Where the coating on galvanized conduit has been damaged in handling or installing, such damaged areas shall be thoroughly painted with paint conforming to Section 9- 08.1(2)B. City of Federal Way S 320`h Street Preservation Project Page 48 RFB ver. 1 -08 RFB # 14 -102 ' 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 Metal conduit ends shall be threaded and protected with a snug fitting plastic cap that covers the threads until wiring is started. 8- 20.3(5)62 Non - Metallic Conduit Where non - metallic conduit is installed, care shall be used in excavating, installing, and backfilling, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage. PVC conduit ends shall be terminated with end bell bushings. PVC or HDPE conduit entering cable vaults and pull boxes shall terminate with the end bell flush with the inside walls of the Structure. Non - metallic conduit bends, where allowed, shall conform to Article 352.24 of the Code. Eighteen -inch radius elbows shall be used for PVC conduit of 2 -inch nominal diameter or less. Standard sweep elbows shall be used for PVC conduit with greater than 2 -inch nominal diameter unless otherwise specified in the Plans. In nonmetallic conduit less than 2 -inch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than '/ -inch diameter or width. In nonmetallic conduit of 2 -inch nominal diameter or larger, pull ropes or flat tapes for wire installation shall be not less than 'h -inch diameter or width. When HDPE conduit is used for directional boring, it shall be continuous, with no joints, for the full length of the bore. The conduit run shall be extended to the associated outlets with the same schedule HDPE or PVC conduit. Entry into associated junction box outlets shall be with the same schedule PVC conduit and elbows. The same requirements apply for extension of an existing HDPE conduit crossing. PVC conduit and elbows shall be connected to HDPE conduit with an approved mechanical coupling. The connection shall have minimum pullout strength of 700 - pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared with a clean, straight edge. A water -based pulling lubricant may be applied to the threaded end of the mechanical coupling before installation. Solvent cement or epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the mechanical coupling. The mechanical coupling shall be rotated until the HDPE conduit seats approximately 3/ of the distance into the threaded coupling depth. For PVC installation through a directional bore, the PVC shall be in rigid sections assembled to form a watertight bell and spigot -type mechanical joint with a solid retaining ring around the entire circumference of the conduit installed in accordance with the manufacturer's recommendations. The conduit run shall be extended beyond the length of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC conduit of the same schedule. The same requirements apply for extension of an existing PVC conduit Roadway crossing. PVC conduit shall be assembled using the solvent cement specified in Section 9- 29.1. Conduit ends shall be protected with a snug fitting plastic cap until wiring is started. Conduit caps, end bells and the section of PVC between the coupling and end bell bushing in cabinet foundations shall be installed without glue. City of Federal Way S 320`h Street Preservation Project Page 49 RFB ver. 1 -08 RFB # 14 -102 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 49 50 51 52 8- 20.3(5)C Conduit Size The size of conduit used shall be as shown in the Plans. Conduits smaller than 1 -inch electrical trade size shall not be used unless otherwise specified, except that grounding conductors at service points may be enclosed in Y2- inch - diameter conduit. Conduit between light standards, PPB, PS, or Type 1 poles and the nearest junction box shall be the diameter specified in the Plans. Larger size conduit is not allowed at these locations. At other locations it shall be the option of the Contractor, at no expense to the Contracting Agency, to use larger size conduit if desired, provided that junction box or vault capacity is not exceeded. Where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet. Conduit runs with innerduct, shall have 4 -inch outer -duct and shall be installed with four 1 -inch innerduct unless otherwise indicated in the plans. 8- 20.3(5)D Conduit Placement Conduit shall be laid so that the top of the conduit is a minimum depth of: 24- inches below the bottom of curb in the sidewalk area. 2. 24- inches below the top of the roadway base. 3. 48- inches below the bottom of ties under railroad tracks unless otherwise specified by the railroad company. 4. 36- inches below finish grade when installed using conduit plowing method. 5. 24- inches below the finish grade in all other areas. Conduit entering through the bottom of a junction box shall be located near the end walls to leave the major portion of the box clear. At all outlets, conduit shall enter from the direction of the run, terminating 6 to 8- inches below the junction box lid and within 3- inches of the box wall nearest its entry location. Conduit runs shown in the Plans are for Bidding purposes only and may be relocated with approval of the Engineer, to avoid obstructions. 8- 20.3(5)D1 Surface Mounting Where surface mounting of conduit is required, supports shall consist of channel with clamps sized for the conduit. Support spacing shall comply with the Code, with the exception that spacing of channel supports for conduit shall not exceed 5 -feet. The minimum distance between adjacent clamps and between the clamp and the end of the channel supports shall be 1 -inch. Channel supports shall be installed with stops, to prevent clamps from sliding out of the ends. 8- 20.3(5)D2 Structures All conduits attached to or routed within bridges, retaining walls, and other structures shall be equipped with approved expansion, deflection, and /or combination expansion /deflection fittings at all expansion joints and at all other joints where structure movement is anticipated, including locations where the Contractor, due to construction method, installs expansion and /or construction joints with movement. All conduit fittings shall have movement capacity appropriate for the anticipated movement of the Structure at the joint. Approved deflection fittings shall also be installed at the joint between the City of Federal Way S 320`h Street Preservation Project Page 50 RFB ver. 1 -08 RFB # 14 -102 ' 2014 I � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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: 1. 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 shall 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 S 320`" Street Preservation Project Page 51 RFB ver. 1 -08 RFB # 14 -102 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 Contractor shall stop the plowing operation and attempt to remove the obstruction. If the obstruction is removed, plowing operations shall continue along the approved path. 2. Deviations of up to one foot from the projected path may be authorized by the Engineer, provided the new route does not result in total conduit run bends exceeding NEC requirements. Deviations in excess of one foot from the projected path are not allowed and the maximum taper rate is 1- inch per linear foot of conduit. 3. The Contractor may request approval to intercept the installed conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC requirements. Connection between the sections shall be accomplished using an approved fusion splicing method, which is compatible with the conduit manufacturer's recommendations. 4. Where none of the above remedies are successful, all conduit installed so far in that run shall be removed and a new plow path established to avoid the obstruction. In the event of a breakage, all conduit installed in that run shall be removed. The conduit run shall be extended to the associated outlets, subject to the same requirements indicated when HDPE is installed using the directional boring method. The depth of installation shall be continually adjusted as necessary to compensate for changes in terrain. Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 36- inches below the finish grade with the exception that the conduit shall be swept up to enter the knock outs of associated pull boxes or cable vaults. The plow placing the conduit shall be marked at a proper distance above the plow's conduit exit point to indicate when the minimum installation depth is not met. The mark shall be visible from a safe distance from the plowing operation when it is exposed above ground. While plowing this mark must remain below ground level at all times, with the exception of the entry and exit points at the end of the run, in order to ensure that minimum burial depth of the conduit is achieved. If the depth mark on the plow comes above ground, the Contractor shall stop the plowing operation and attempt to correct the placement depth. If the conduit depth can be verified to meet the minimum burial requirements at the location where the depth mark came above ground, the plowing operation shall resume subject to the Engineers approval. The compacted surface shall be firm, non - yielding, and result in a finished surface that matches the lines and grades of the terrain prior to plowing. 8- 20.3(5)E3 Boring Bore pits shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. Directional boring, jacking or drilling pits shall be a minimum of 2 -feet from the edge City of Federal Way S 3201h Street Preservation Project Page 52 RFB ver. 1 -08 RFB # 14 -102 ' 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 of any type of pavement, unless otherwise approved by the engineer. Excessive use of water that might undermine the pavement or soften the Subgrade will not be permitted. When approved by the Engineer, small test holes may be cut in the pavement to locate obstructions. When the Contractor encounters obstructions or is unable to install conduit because of soil conditions, as determined by the Engineer, additional Work to place the conduit will be paid in accordance with Section 1 -04.4. 8- 20.3(5)E4 Directional Boring Directional boring for electrical installations shall be supervised by a licensed electrical contractor in accordance with Section 8- 20.1(1). Where directional boring is called for, conduit shall be installed using a surface- launched, steerable drilling tool. Drilling shall be accomplished using a high - pressure fluid jet tool -head. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system that measures the depth, lateral position, and roll shall be used to guide the tool - head when creating the pilot hole. Once the pilot hole is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduits being installed. Conduit that is being pulled into the boring shall be installed in such a manner that the conduit is not damaged during installation. The pullback force on the conduit shall be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall be used to remove any excess spoils generated during the installation. Excess drilling fluid and spoils shall be disposed of. The method and location used for disposal of excess drilling fluid and spoils shall be subject to the Engineer's approval. Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils - removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8- 20.3(5)E5 Boring with Casing Where boring with casing is called for, the casing shall be placed using an auger inside the casing to remove the soil as the casing is jacked forward. The auger head shall proceed no more than 4- inches ahead of the pipe being jacked. Boring operations shall be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious contaminants. The space between the conduit and casing shall be plugged with sandbags and a grout seal 12- inches thick at each end of the casing. Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner. Grout shall conform to Section 9- 20.3(4). In lieu of sandbags and grout, unopened prepackaged concrete and grout may be used to seal the casing. Material shall not be removed from the boring pit by washing or sluicing. All joints shall be welded by a Washington State certified welder. Welding shall conform to AWS D 1.1 -80 Structural Welding Code, Section 3, Workmanship. City of Federal Way S 3201" Street Preservation Project Page 53 RFB ver. 1 -08 RFB # 14 -102 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 8- 20.3(8) Wiring The fifteenth through seventeenth paragraphs are revised to read: When conductors, either cable or single, are being installed, the Contractor shall not exceed the tension limitations recommended by the manufacturer. Conductors may be pulled directly by hand, or with mechanical assistance. If conductors are pulled by any mechanical means, a dynamometer with drop - needle hand shall be used on every mechanically assisted pull. On mechanically assisted pulls, insulation shall be stripped off the individual conductor and the conductor formed into a pulling eye and firmly attached to the pulling rope /tape, or a cable grip shall be used. The Contractor shall determine the maximum allowable pulling tension, taking into account the direction of the pull, type of raceway, cable geometry, weight of the cable, the coefficient of friction, and side wall pressure, using the information from the cable manufacturer. If there are bends in the raceway or sheaves are used for the cable pull, the Contractor shall use the cable manufacture's side wall pressure limits to determine the maximum pulling tension. The maximum pulling force applied directly to the conductor when pulling eyes are used or when the conductor is formed into a loop, shall be limited to that shown in the following table for copper conductor. When a cable grip is applied over nonmetallic sheathed cables, the maximum pulling force shall be limited to 1,000- pounds provided this is not in excess of the force as determined above. 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 250Kcmil 2,000 City of Federal Way S 320`x' Street Preservation Project Page 54 RFB ver. 1 -08 RFB # 14 -102 ' 2014 I � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 500Kcmil 4,000 Adequate lubrication of the proper type to reduce friction in conduit and duct pulls shall be utilized. The grease and oil -type lubricants used on lead sheathed cables shall not be used on nonmetallic sheathed cables. 8- 20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. 8- 21.AP8 Section 8 -21, Permanent Signing January 7, 2013 8 -21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9- 28.11. 8- 21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable requirements of Section 6 -03 and 9 -06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- galvanized in accordance with AASHTO M 111. 8- 21.3(9)B Vacant This section including title is revised to read: 8- 21.3(9)B Erection of Steel Structures 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 completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6 -01.9. The submittal shall include the method of releasing and City of Federal Way S 320`h Street Preservation Project Page 55 RFB ver. 1 -08 RFB # 14 -102 2014 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 52 removing the temporary supports and falsework without inducing loads and , stress into the sign bridge. 2. The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. ' 3. The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and ' remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. 8- 21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free - fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5- feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. The ninth paragraph (after implementing the preceding Amendment) is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in 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 addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Section 8- 21.3(9)A. If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1- 07.13, provided the following conditions are satisfied: The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1 -05.3. The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C, and shall be replaced with City of Federal Way S 3201h Street Preservation Project Page 56 RFB ver. 1 -08 RFB # 14 -102 , 2014 [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 45 46 47 48 49 new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C. 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6- 02.3(24)C to provide clearance for the anchor bolt array. Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400 -psi. Item number 4 in the twelfth paragraph (after implemented the preceding Amendments) is ' revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments) is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8 -21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying ", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. _ ". 8- 22.AP8 Section 8 -22, Pavement Marking January 7, 2013 8- 22.3(3)D Line Applications The last paragraph is supplemented with the following: Grooved line pavement marking shall not be constructed on bridge decks or on bridge approach slabs. 8- 22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: City of Federal Way S 320`h Street Preservation Project Page 57 RFB ver. 1 -08 RFB # 14 -102 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 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 Line" and "Plastic Wide Line" are deleted from the fourth paragraph. 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 S 3201h Street Preservation Project Page 58 RFB ver. 1 -08 RFB # 14 -102 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 All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post. Line posts shall have tops designed to carry the top tension wire. 8- 25.3(5) Tension Cables This sections content including title is deleted: 8- 25.3(6) Fittings, Attachments, and Hardware This sections content including title is deleted. 8- 29.AP8 Section 8 -29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following: 8 -29 Wire Mesh Slope Protection 8 -29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or established by the Engineer. 8 -29.2 Materials Materials shall meet the requirements of Section 9 -16.4. 8 -29.3 Construction Requirements 8- 29.3(1) Submittals The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a minimum of seven calendar days prior to beginning the work. The wire mesh slope protection plan shall include the following: Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as completed by an independent testing laboratory within 60 calendar days of the wire mesh slope work. 2. Working drawings for the temporary yoke or load frame to be used for anchor proof testing in accordance with Section 6 -01.9. 3. Plans and details for assembling wire mesh and erecting the assembled mesh on the slope. All costs for the Work required for Submittals shall be included in the unit Bid price detailed in Section 8 -29.5. 8- 29.3(2) Anchors The Contractor shall install anchors of the type shown in the Plans and in conformance 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 are approximate only, and upon review of the wire mesh slope protection plan, the City of Federal Way S 32& Street Preservation Project Page 59 RFB ver. 1 -08 RFB # 14 -102 2014 1 Engineer may arrange the spacing to better hold the wire mesh against the slope. 2 Backfill material shall be thoroughly compacted with a mechanical compactor. 3 4 The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the 5 minimum allowable anchor capacity specified in the Plans. Proof testing of anchors shall 6 be performed against a temporary yoke or load frame. No part of the temporary yoke or 7 load frame shall bear within three feet of the anchor being tested. For vertical pullout 8 proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes 9 with no loss of load. Anchors that fail this criterion shall be replaced and retested. If 10 more than three anchors fail, the Contractor shall proof test all anchors. 11 12 8- 29.3(3) Wire Rope 13 All wire rope loops shall include a thimble. No wire rope splicing will be allowed. 14 15 8- 29.3(4) Wire Mesh 16 The wire mesh shall be fastened to the completed wire rope assembly as shown in the 17 Plans. High tensile steel fasteners on the vertical seams shall be staggered across 18 width of the seam. Horizontal splices joining 2 rolls of mesh shall be made by 19 overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires 20 through every mesh opening or using 4 rows of high tensile steel fasteners placed on 21 approximately 3 -inch spacing. All top and bottom laps shall be made by folding the 22 mesh to the outside, away from the slope, to avoid the possibility of falling material 23 hanging up in the folds. The bottom of the mesh shall be located as shown in the Plans. 24 The ends of all lacing wires shall be secured to the mesh with a minimum of 1'h- turns. 25 26 The wire mesh shall not be tensioned in any direction, but is to remain loose so as to 27 increase its dampening effect on rolling rocks. The Contractor shall use care in the 28 handling and installing of the wire mesh and wire rope. Any mesh or wire rope damaged 29 due to the Contractor's operations shall be replaced by the Contractor at no expense to 30 the Contracting Agency. 31 32 8 -29.4 Measurement 33 Measurement of anchors will be per each for the completed anchor. Anchor types will not be 34 differentiated. 35 36 Wire mesh slope protection will be measured by the square foot of wire mesh erected on the 37 slope. There will be no deduction made for overlapping the wire mesh material as required 38 for splices or for coverage due to variations in the slope or ground conditions. 39 40 8 -29.5 Payment 41 Payment will be made in accordance with Section 1 -04.1, for each of the following Bid items 42 that are included in the Proposal: 43 44 "Wire Mesh Slope Protection Anchor", per each. 45 The unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall be full 46 payment for all costs for the Work described in Sections 8- 29.3(1) and 8- 29.3(2). 47 48 "Wire Mesh Slope Protection ", per square foot 49 The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full 50 payment for all costs for the Work described in Section 8- 29.3(3) and 8- 29.3(4). 51 City of Federal Way S 3201h Street Preservation Project Page 60 RFB ver. 1 -08 RFB # 14 -102 ' 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 7 In this section, "Cationic Emulsified Asphalt" is revised to read "Emulsified Asphalt ". 8 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 City of Federal Way S 3201h Street Preservation Project RFB ver. 1 -08 Page 61 RFB # 14 -102 2014 Cationic Emulsified Asphalt Table a Grade Met1 ►d Alin. 11�a Min Max min" lllli in, Nlax Tests on Emulsified Asphalts: Viscosity T59 20 100 20 100 SFS @ 77 °F (25 °C) Viscosity T 59 20 100 150 400 50 450 50 450 50 450 SFS @ 122 °F (50 °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, %e Particle T 59 Pos Pos Pos Pos Pos Pos, Pos° charge test Sieve F 59 P.10 0.101 P.10 0.10 P.10 P.10 I P.10 City of Federal Way S 3201h Street Preservation Project RFB ver. 1 -08 Page 61 RFB # 14 -102 2014 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, 77 °F T49 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 -1h 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 -2P 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 ± 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 RFB # 14 -102 S 3201h Street Preservation Project Page 62 2014 RFB ver. 1 -08 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 RFB # 14 -102 S 320`h Street Preservation Project Page 63 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 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 Re uirements 75 -100 1 V4 " 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 Re uirements 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 p m max. Sulfates AASHTO T 290 200 ppm 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 cutlet 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 S 320`h Street Preservation Project Page 64 RFB ver. 1 -08 RFB # 14 -102 ' 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 the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M -318. 9- 03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the table, the row containing the item "Aggregate for Asphalt Treated Base (ATB)" is deleted. The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. 9- 04.AP9 Section 9 -04, Joint And Crack Sealing Materials January 7, 2013 9 -04.2 Joint Sealants This section is supplemented with the following new sub - sections: 9- 04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. 9- 04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. 9 -04.10 Crack Sealing — Rubberized Asphalt This section is deleted. 9 -04.11 Butyl Rubber and Nitrile Rubber This sections number is revised to read: 9 -04.10 9- 05.AP9 Section 9 -05, Drainage Structures, Culverts, and Conduits January 7, 2013 9 -05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 9 -05.0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. City of Federal Way S 320`h Street Preservation Project Page 65 RFB ver. 1 -08 RFB # 14 -102 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 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 t (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 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: , 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 RFB # 14 -102 S 320`h Street Preservation Project Page 66 2014 RFB ver. 1 -08 L 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 Corrugated polyethylene culvert 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 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer ". The first paragraph is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M 294 Type S or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory welded. This section is supplemented with the following: Corrugated polyethylene culvert 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 -05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell /bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub - sections: 9- 05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: For dual wall pipe sizes up to 30 inches: ASTM F2736. . 2. For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. City of Federal Way S 320`" Street Preservation Project Page 67 RFB ver. 1 -08 RFB # 14 -102 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 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 S 320`x' Street Preservation Project Page 68 RFB ver. 1 -08 RFB # 14 -102 ' 2014 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 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 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 S 3201h Street Preservation Project Page 69 RFB ver. 1 -08 RFB # 14 -102 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 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 Pa sing Minimum Maximum V, 100 /g" 90 100 %" 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Pa sing 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 sing Minimum Maximum 2" 100 1" 90 100 3/" 70 100 %" 40 60 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 shall be calculated using the dry weight of "Organic Carbon" using City of Federal Way S 320`x' Street Preservation Project Page 70 RFB ver. 1 -08 RFB # 14 -102 , 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 TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, 1:5 Slurry pH ". 3. Physical contaminants, defined in WAC 173 -350 (plastic, concrete, ceramics, metal, etc.) shall be less than 0.5 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (1-01) ". 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity." 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 -mg CO2 —C /g OM /day or below in accordance with U.S. Composting Council TMECC 05.08 -13 "Carbon Dioxide Evolution Rate ". 8. The compost product shall originate from organic feedstocks as defined in WAC 173 350 as "Wood waste ", "Yard debris ", "Post- consumer food waste ", "Pre- consumer animal -based wastes ", and /or "Pre- consumer vegetative waste ". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08 -E "Solvita® Maturity Index Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and Coarse compost shall score a 5 or above on the Solvita® Compost Maturity Test. 9- 14.4(8)A Compost Approval This section's title is revised to read: 9- 14.4(8)A Compost Submittal Requirements The first sentence in this section up until the colon is revised to read: The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph is revised to read: 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the City of Federal Way S 320`h Street Preservation Project Page 71 RFB ver. 1 -08 RFB # 14 -102 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- 14.5(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 S 320`h Street Preservation Project Page 72 RFB ver. 1 -08 RFB # 14 -102 , 2014 J 1 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 S 3201h Street Preservation Project Page 73 RFB ver. 1 -08 RFB # 14 -102 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 Properties Test Method Requirements Performance in ASTM D 6460 Limiting Shear (TUMit) = 2.0 psf Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS ** Limiting Velocity (Wim;t) = 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 RFB # 14 -102 S 320`h Street Preservation Project Page 74 2014 RFB ver. 1 -08 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 inches 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 RFB # 14 -102 S 320`h Street Preservation Project Page 75 2014 RFB ver. 1 -08 1 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 1-81, Type 1 (zinc - coated steel), Grade 1 or 2, and shall include all round and roll - formed material (line posts, brace posts, end posts, corner 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 S 320`h Street Preservation Project Page 76 RFB ver. 1 -08 RFB # 14 -102 ' 2014 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9- 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 lbs; 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 1. City of Federal Way S 320`h Street Preservation Project Page 77 RFB ver. 1 -08 RFB # 14 -102 2014 1 2 4 5 6 8 10 11 12 13 14 15 16 1.7 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 � Hollow -core anchor bars shall have continuous threads /deformations and be fabricated from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after , fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9- 07.11. Nuts shall be galvanized after fabrication in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other ' hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Section 9- 20.3(2). Concrete for soil anchor deadmen shall be either commercial concrete conforming to Section 6- 02.3(2)B or Class 3000 conforming to Section 6 -02. Steel reinforcing bars for soil anchor deadmen shall conform to Section 9 -07.2, and shall be epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3. 9- 16.6(3) Posts This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2 '/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. Posts provided for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post. All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12 -inch piece cut from each end of the galvanized member. 9- 16.6(5) Cable This section including title is revised to read: 9- 16.6(5) Vacant 9- 16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: City of Federal Way S 320`1' Street Preservation Project Page 78 RFB ver. 1 -08 RFB # 14 -102 ' 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 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 % -inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, %2 inch diameter, with standard take -up of 6 inches and provided with % 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 3/16 inch by 3/ 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- 18.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 S 320`h Street Preservation Project Page 79 RFB ver. 1 -08 RFB # 14 -102 2014 1 9- 23.AP9 2 Section 9 -23, Concrete Curing Materials and Admixtures 3 August 5, 2013 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 9 -23.2 Liquid Membrane - Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention ". 9- 23.6(9) Type S Specific Performance Admixtures The first sentence is revised to read the following two new sentences: Type S Specific Performance admixtures are limited to ASR - mitigating, viscosity modifying, shrinkage reducing, rheology- controlling, and workability- retaining admixtures. They shall conform to the requirements of ASTM C 494 Type S. 9- 26.AP9 Section 9 -26, Epoxy Resins August 5, 2013 9- 26.3(1)A Traffic Bearing Applications The first sentence in the first paragraph is revised to read: Epoxy grout/mortar /concrete for traffic bearing applications shall have a 7 -day compressive strength of not less than 4,000 psi when tested in accordance with ASTM C 579. 9- 28.AP9 Section 9 -28, Signing Materials and Fabrication April 1, 2013 9- 28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read "ASTM F 436 ". 9- 29.AP9 Section 9 -29, Illumination, Signal, Electrical August 5, 2013 9- 29.1(4) Non - Metallic Conduit This section is supplemented with the following new sub - section: 9- 29.1(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9- 29.1(2)A 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the City of Federal Way S 320`h Street Preservation Project Page 80 RFB ver. 1 -08 RFB # 14 -102 ' 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 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 foi frame, reinforcement, and box dimensions. prepared by (or under the supervision of) a under Title 18 RCW, State of Washington, in and each sheet shall include the following: 1. Professional Engineer's original signature, registration number, and date of expiration. all components, hardware, lid, The shop drawings shall be Professional Engineer, licensed the branch of Civil or Structural, date of signature, original seal, 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 tie practices. The box shall contain ten studs located near the centerline of the frame and City of Federal Way S 3201h Street Preservation Project Page 81 RFB ver. 1 -08 RFB # 14 -102 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 corner, 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 RFB # 14 -102 S 320"' Street Preservation Project Page 82 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 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 facitity, 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 S 320`h Street Preservation Project Page 83 RFB ver. 1 -08 RFB # 14 -102 2014 degrees F ASTM A 36 steel or ASTM A 1011 Grade Handle CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in Washers 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 facitity, 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 S 320`h Street Preservation Project Page 83 RFB ver. 1 -08 RFB # 14 -102 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 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. 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 carry the following: Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. City of Federal Way S 32& Street Preservation Project Page 84 RFB ver. 1 -08 RFB # 14 -102 ' 2014 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 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 corner, 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 S 3201h Street Preservation Project Page 85 RFB ver. 1 -08 RFB # 14 -102 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 In accordance with approved shop Mechanism Hardware drawings and Bolts Section 9 -06.15 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 S 320`h Street Preservation Project Page 86 RFB ver. 1 -08 RFB # 14 -102 , 2014 I � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9 -29.13 Control Cabinet Assemblies Control cabinet assemblies shall include all necessary equipment and auxiliary equipment for controlling the operation of traffic signals, programmable message signs, illumination systems, ramp meters, data stations, CCTV, and similar systems as required for the specific application. Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009 as defined in this specification. 9- 29.13(1) Environmental, Performance, and Test Standards for Solid -State Traffic Controller Assemblies The scope of this Specification includes the controller of solid -state design installed in a weatherproof controller cabinet. The controller assembly includes the cabinet, controller unit, load switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters, vehicle detectors, coordination equipment and interface, and preemption equipment. NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards. Normal operation will be required while the control assembly is subjected to any combination of high and low environmental limits (such as low voltage at high temperature with high repetition noise transients). All other control equipment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009. The Contractor shall furnish to the Contracting Agency all guarantees and warranties furnished as a normal trade practice for all control equipment provided. 9- 29.13(2) Manufacturing Quality The fabricator of the Control, cabinet Assemblies shall perform quality control (QC) inspections based on their QC program. Their QC program shall be submitted and approved by WSDOT at least annually. The fabricator of the controller shall certify that the controller meets all requirements of the Standard Specifications and Special Provisions for the specific application. The QC program shall include, but not be limited to, the following: Quality Statement 2. Individual responsible for quality (organizational chart) 3. Fabrication procedures 4. Test procedures 5. Documented inspection reports 6. Documented test reports 7. Certification package 9- 29.13(2)A Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. The supplier shall: City of Federal Way S 32& Street Preservation Project Page 87 RFB ver. 1 -08 RFB # 14 -102 2014 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 13 3. The assembly shall be done at the designated WSDOT facility in the presence of WSDOT personnel. ' 14 15 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 cabinet that is rejected shall not be submitted for use by WSDOT or 42 any City or County in the State of Washington. ' 43 44 9- 29.13(3) Traffic Signal Controller 45 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 S 320`h Street Preservation Project Page 88 RFB ver. 1 -08 RFB # 14 -102 ' 2014 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 -213 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 S 3201h Street Preservation Project Page 89 RFB ver. 1 -08 RFB # 14 -102 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 I � 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: 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 moduleType Value 3 City of Federal Way S 3200' Street Preservation Project Page 90 RFB ver. 1 -08 RFB # 14 -102 , 2014 11 Database Management dBCreateTransaction All Values dBErrorType All values Time Management globsIlDaylightSavings 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 maxGroupAddress 2 ASC Phase maxPhases 8 pPhaseStartp Values 2 thru 6 haseOptions All Values maxPhaseGroups 1 Rings maxRin s 2 maxSe uences 16 Detector m axVeh icle Detectors 64 vehicleDetectorO tions All Values maxPedestrian Detector 8 Unit unitAutoPedestrianClear All Values un itControl Status All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 Special Function maxS ecialFunctionsOutputs 8 Coordination coord Correction Mode Values 2 thru 4 coord Maximum Mode Values 2 thru4 coordForceMode Values 2 and 3 maxPatterns 48 patternTableType Either 2,3 or 4 maxSplits 16 s litMode 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 maxOverla s 4 overlapType Value 2 and 3 max0verlapstatusGroup 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 2 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 91 2014 RFB ver. 1 -08 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TS 2 Port 1 maxPortAddresses 18 port1Table Values 2 and 3 * values in excess of the minimum requirement are considered to meet the specification. Documentation Software shall be supplied with all documentation on a CD. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1) format shall be provided on CD -ROM: The official MIB Module referenced by the device functionality. 2. A manufacturer - specific version of the official MIB Module with the non - standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension "spc ". u u 3. A MIB Module of all manufacturer - specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ' ranges indicated in the SYNTAX field. 9- 29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation of signal displays. Controllers and cabinets shall be programmed for flashing red displays for all approaches. During flashing operation, all pedestrian circuits shall be de- energized. t Actuated traffic signal control mechanisms shall be capable of entry into flash operation and return to stop -and -go operation as follows: E Terminal Strip Input (Remote Flash). When called as a function of a terminal strip input, the controller shall provide both sequenced entry into flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traffic Control Devices. 2. Police Panel Switch. When the flash- automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; and, the controller shall have a stop time input applied. When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop- and -go operations at the beginning of major street green. 3. Controller Cabinet Switches. When the flash- automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately revert to flash; however, the controller shall not have a stop time input applied. When the flash- automatic switch is placed in the automatic position, the controller shall immediately time a 6 second all red period, then resume stop- and -go operation at the beginning of the major green. 4. Power Interruption. On "NEMA" controllers any power interruption longer than 475 plus or minus 25 milliseconds, signals shall re- energize City of Federal Way S 320`x' Street Preservation Project Page 92 RFB ver. 1 -08 RFB # 14 -102 ' 2014 1 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 -102 S 3201h Street Preservation Project Page 93 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 48 49 50 51 3. One generator indicator light 4. Two 30 amp, 120 volt, single pole, single phase, circuit breakers. One circuit breaker shall be labeled "Generator" and the other circuit breaker shall be labeled "Utility ". Both labels shall be engraved phenolic name plates. 5. A mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time. The circuit breakers shall be capable of being independently switched. 6. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve. 7. The enclosure door shall be labeled with the letters "GTS ". 9- 29.13(9) Vacant 9- 29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9- 29.13(10)A Auxiliary Equipment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic- actuated controllers: A solid -state Type 3 NEMA flasher with flash- transfer relay which will cut in the flasher and isolate the controller from light circuits. See Section 9- 29.13(5) for operational requirements. 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the plans), each pedestrian phase and preemption sequence indicated in the Contract. Type P & R cabinets shall include a fully wired 16- position back panel. Solid -state load switches shall conform to NEMA standards except only optically isolated load switches will be allowed. Load switches shall include indicator lights on the input and output circuits. The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre- empts, four overlaps (OL A, B, C, D). 3. A power panel with: a. A control - display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum. b. A 15 ampere accessory breaker wired parallel to the control display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc. City of Federal Way S 320'x' Street Preservation Project Page 94 RFB ver. 1 -08 RFB # 14 -102 ' 2014 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 c. A busbar isolated from ground and unfused for the neutral side of power supply. d. A radio interference suppresser installed at the input power point. Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations. The interference filters furnished shall be hermetically sealed in a substantial case filled with a suitable insulating compound. Terminals shall be nickel plated, 10 -24 brass studs of sufficient external length to provide space to connect two 8 AWG wires, and shall be so mounted that they cannot be turned in the case. Ungrounded terminals shall be insulated from each other and shall maintain a surface leakage distance of not less than 'h -inch between any exposed current conductor and any other metallic parts with an insulation factor of 100 -200 megohms dependent on external circuit conditions. Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of the Underwriters' Laboratories and the Radio Manufacturers Association. e. A Surge Protection Device connected to the controller power circuit for protection against voltage abnormalities of 1 cycle or less duration. The Surge Protection Device shall be a solid state high energy circuit containing no spark gap, gas tube, or crow bar component. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral. If the protection circuits fail, they shall fail to an open circuit condition. The minimum interrupting capacity shall be 10,000 Amps. The Voltage Protection Rating shall be 600 volts or less when subjected to an impulse of 6,000 volts, 3,000 amp source impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall dissipate a 13,000 Amp or greater repeated single peak 8/20 microsecond current impulse, and withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry to prevent self- induced regenerative ringing. There shall be a failure warning indictor which shall illuminate a red light or extinguish a green light when the device has failed and is no longer operable. f. Cabinet ground busbar independent (150K ohms minimum) of neutral. 4. A police panel located behind the police panel door with a flash automatic switch and a control - display power line on -off switch. See Section 9- 29.13(5) for operational requirements. City of Federal Way S 320'h Street Preservation Project Page 95 RFB ver. 1 -08 RFB # 14 -102 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 S 3201h Street Preservation Project Page 96 RFB ver. 1 -08 RFB # 14 -102 ' 2014 J 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 9. A vent fan with adjustable thermostat. The minimum CFM rating of 10 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 terminal strip intended for termination of field wires. 26 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 -102 S 3201h Street Preservation Project Page 97 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 48 49 50 c. Load Switches Signal head number 2. Assigned phase(s) d. Phase Selectors 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 furnished 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 polyolefin 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 burn -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) 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 S 320`x' Street Preservation Project Page 98 RFB ver. 1 -08 RFB # 14 -102 2014 11 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 FT3 -126 SP 1 -Y FT3 -127 SP 1 -G FT3 -132 SP 5 -Y FT3 -133 SP 5 -G F. Load switches of sufficient quantity to fully populate the output files shall conform to TEES and shall have indicator lights on input and output circuits. G. A detection panel, which 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. H. A "Detector Termination and Interface Panel' shall be provided. When viewing the cabinet from the back, the panel shall be located on the upper left hand side of the cabinet. The panel shall be electrically located between the "detection Panel' and the C -1 connector. The panel shall utilize insulated terminal blocks and each connector shall be a screw type with post. Each switchpack socket shall have pin 11 common to Nutral. The AC input Service Panel Assembly (SPA), line voltage filter, transient surge protection and all neutral bus bars and equipment ground bus bars shall be on the right side of the cabinet, mounted no more that 18 inches from the bottom of the cabinet when viewed from the rear, and meet the requirements described in TEES. K. The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink tipped and labeled for the correct corresponding terminal as CH -13Y /CMU -8, CH- 14Y /CMU- 11, CH -15Y /CMU -K, CH -16Y /CMU -N. L. An "Absence Of Red Programming Assembly" shall be provided. There shall be provided on the back panel of the output file, 17 accessible jumper plug attachment areas, made up of three male pins City of Federal Way S 320" Street Preservation Project Page 99 RFB ver. 1 -08 RFB # 14 -102 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 per position (one, for each conflict monitor channel and one for red enable function). Each jumper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels. The connection between the red monitor board and the conflict monitor shall be accomplished via a 20 pin ribbon cable and the industry standard P -20 connector that attaches on the front panel of the monitor. It shall be possible, by inserting and positioning one of the 16 jumper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor. There shall be installed on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable signal into the conflict monitor. During stop -and —go operation, 120VAC is sent via pin #20 on the P20 connector to enable red failure monitoring on the conflict monitor by having the connector moved to the side labeled "Red Enable ". If this is disengaged by moving the connector to the side labeled "Red Relay ", then 120VAC is removed from pin #20, and the conflict monitor will no longer monitor for red fail faults. The red enable function will also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor will not monitor for red fail faults. M. Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring. The neutral bus bars shall be of the style in which a lug is not needed to be applied to the neutral field wire(s). All of the neutral bars shall be secured in accordance with the TEES. All neutral bars shall be at the same electrical potential. N. The main breaker on the SPA shall be provided with a cover to prevent accidental tripping. The cover shall be removable and replaceable without the use of tools. VACANT O. Equipment Branch Breaker —The duplex receptacle on the rear of either PDA #2L or 3L shall be wired in parallel with the ground fault current interrupt receptacle on the front of the power supply. The ground fault current interrupt receptacle being in the "Test" mode shall not remove power to the rear receptacle. 9- 29.13(10)C NEMA Controller Cabinets Each NEMA traffic controller shall be housed in a weatherproof cabinet conforming to the following requirements: Construction shall be of 0.073 -inch minimum thickness series 300 ' stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The stainless steel shall be annealed or one- quarter- hardness complying with ASTM A666 stainless steel sheet. Cabinets ' may be finished inside with an approved finish coat of exterior white enamel. If no other coating is specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall ' be furnished with front and rear doors. City of Federal Way S 3201h Street Preservation Project Page 100 RFB ver. 1 -08 RFB # 14 -102 ' 2014 ' 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 13 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 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) t 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 42 One core removal key and two standard keys shall be included 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 13/- 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 RFB # 14 -102 S 3201h Street Preservation Project Page 101 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 48 49 50 51 52 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. Lighting shall be ceiling mounted and oriented parallel to the door face. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures shall energize whenever any door is opened. Each door switch shall be labeled "Light ". 9- 29.13(10)D Cabinets for Type 170E and 2070 controllers Type 170E and 2070 controllers shall be housed in a model 332L cabinet unless specified otherwise in the contract. Type 332L cabinets shall be constructed in accordance with TEES with the following modifications: Each door shall be furnished with the equipment listed in Standard Specifications 9- 29.13(10)C item 5 above. 2. The cabinet shall be furnished with auxiliary equipment described in Standard Specification 9- 29.13(10)B. 3. The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9- 29.13(10)C, Item 1 above. Painted steel, painted or anodized aluminum is not allowed. 4. A disposable paper filter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metal filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth 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 element. 5. Field wire terminals shall be labeled in accordance with the Field Wiring Chart. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs. Tubular bulbs shall be contained within a shatterproof lamp cover. Led strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be one fixture for each rack within the cabinet. Lighting shall be ceiling mounted and oriented perpendicular to the door face. Rack mounted lights are not allowed. Lighting shall be positioned such that the fixture is centered between the front and rear of the cabinet. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. Each lighting fixture shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled "Light ". 7. One drawer shelf, as shown in the TEES City of Federal Way S 320`x' Street Preservation Project Page 102 RFB ver. 1 -08 RFB # 14 -102 ' 2014 �J 1 2 8. 332D Controller Cabinet 3 4 a. The 332D Controller cabinet shall have the appearance of two 5 Type 332 controller cabinets joined at opposing sides. The 6 outside Dimensions of the cabinet shall be 67" High X 48 1/2" 7 Wide X 30 1/4" Deep. 8 9 b. The right side of the cabinet, as viewed from the front, shall be 10 considered the Signal Control side. The left side of the cabinet, 11 when viewed from the front, shall be considered the ITS /COMM 12 side. 13 14 c. One police access panel shall be installed on the right side of the 15 cabinet, as viewed from the front. 16 17 d. Two cabinet lights shall be provided one on each side and as 18 described in section 9- 29.13(10)D.6 19 20 e. Vacant 21 22 f. The Traffic Signal Control side of the cabinet shall contain the 23 Traffic Signal Controller assembly and shall be furnished with 24 equipment as described in the contract specifications. The 25 Traffic Signal Control side of the cabinet shall also meet all the 26 additional equipment requirements of the Type 332 Signal 27 Controller cabinet as indicated in the contract specifications. 28 29 g. The ITS /COMM side of the cabinet shall contain ITS and 30 Communication equipment and shall be furnished with the 31 following: 32 33 1. One controller shelf unit, mounted 36 inches from the 34 bottom of the cabinet opening to the front of the cabinet and 35 attaching to the front rails of the EIA rack, shall be provided. 36 The shelf shall be fabricated from aluminum and shall 37 contain a rollout flip -top drawer for storage of wiring 38 diagrams and manuals. 39 40 2. One aluminum sheet metal panel, 1/8 "x 15 "x 54 ", shall be 41 installed to the rear of the cabinet on the right hand (when 42 facing the front) side railing. 43 44 3. Additional ITS and Communication equipment as described 45 in the Contract Plans and the ITS section of the Contract 46 Special Provisions. 47 48 9- 29.13(11) Traffic Data Accumulator and Ramp Meters 49 All cabinets designated for use as a traffic data or ramp meter shall be Type 334L 50 cabinets furnished to meet the TEES with the modifications listed in Section 9- 51 29.13(10)D and include the following accessories: .52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 103 2014 RFB ver. 1 -08 1 1. Each cabinet shall be equipped with a fully operable controller equipped as 2 specified in the Contract Provisions. 3 4 2. Two input files, shall be provided. 5 6 3. The PDA #3L shall contain three Model 200 Load Switches. 7 A second transfer relay, Model 430, shall be mounted on the rear of the PDA 8 #3L and wired as shown in the Plans. 9 10 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be 11 labeled POLICE CONTROL, ON -OFF. 12 13 5. Display Panel 14 15 A. General 16 Each cabinet shall be furnished with a display panel. The panel shall be 17 mounted, showing and providing detection for inputs and specified 18 controller outputs, at the top of the front rack above the controller unit. The 19 display panel shall be fabricated from brushed aluminum and constructed 20 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 % -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 Viewing angle 50° minimum 35 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 switches. 48 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 S 320'h Street Preservation Project Page 104 RFB ver. 1 -08 RFB # 14 -102 ' 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 TEST All detector indicator LEDs shall illuminate and no calls shall be placed to the controller. E. Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows: AUTOMATIC Sign Relay shall energize upon ground true call from controller. SIGN OFF Sign Relay shall de- energize. SIGN ON Sign Relay shall energize. F. Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes ± 10% from the 170E/HC11 controller and have a DPDT contact rating not less than 10 amperes. A 1 N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode terminal shall be connected to terminal #7 of the relay as labeled in the Plans. The relay shall energize when the METERING indicator LED is lit. G. Detector Input Indicators One LED and one spring - loaded two - position SPST toggle switch shall be provided for each of the 40 detection inputs. These LEDs and switches shall function as follows: TEST When the switch is in the test position, a call shall be placed to the controller and energize the associated LED. The switch shall automatically return to the run position when it is released. RUN In the run position the LEDs shall illuminate for the duration of each call to the controller. H. Controller Output Indicators The display panel shall contain a series of output indicator LEDs mounted below the detection indicators. The layout shall be according to the detail in the Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. The output indicator LEDs shall have resistors in series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current. The anode connection of each LED to +24 VDC shall be wired through the resistor. City of Federal Way S 3201h Street Preservation Project Page 105 RFB ver. 1 -08 RFB # 14 -102 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 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, C1P, 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 TB1 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 S 320`x' Street Preservation Project Page 106 RFB ver. 1 -08 RFB # 14 -102 ' 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 equipment may be specified as part of the cabinet function - specific standards. 13 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 All lighting fixtures above a rack shall energize whenever either door to that 42 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 -102 S 320'h Street Preservation Project Page 107 2014 RFB ver. 1-08 City of Federal Way S 3201h Street Preservation Project Page 108 RFB ver. 1 -08 RFB # 14 -102 ' 2014 [I , 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 d. Line filter meeting the requirements of 9- 29.13(10)A.d. ,7 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 r 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 32 This section's title is revised to read: , 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 The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a '45 46 Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1- 47 48 06.3, with each type of signal head. The certificate shall state that the lot of pedestrian 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 S 3201h Street Preservation Project Page 108 RFB ver. 1 -08 RFB # 14 -102 ' 2014 [I 1 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 2 01113, VTCSH2 or current ITE Specification and shall have an incandescent 3 appearance. The Contractor shall provide test results from a Nationally 4 Recognized Testing Laboratory documenting that the LED display conforms to 5 the current ITE and the following requirements: 6 7 a. All pedestrian signals supplied to any one project shall be from the same 8 manufacturer and type but need not be from the same manufacturer as 9 the vehicle heads. 10 11 b. Each pedestrian signal face shall be.a single unit housing with the signal 12 indication size, a nominal 16 inch x 18 inch with side by side symbol 13 messages with countdown display. 14 15 c Housings shall be green polycarbonate or die -cast aluminum and the 16 aluminum housings shall be painted with two coats of factory applied 17 traffic signal green enamel (Federal Standard 595 - 14056). All hinges and 18 latches and interior hardware shall be stainless steel. 19 20 3. Optical units for traffic signal displays shall conform to the following: 21 22 a. Pedestrian "RAISED HAND" and "WALKING PERSON' modules shall be 23 the countdown display type showing the time remaining in the pedestrian 24 change interval. When the pedestrian change interval is reduced due to a 25 programming change, the display may continue to show the previous 26 pedestrian change interval for one signal cycle. During the following 27 pedestrian change interval the countdown shall show the revised time, or 28 shall be blank. In the event of an emergency vehicle preemption, during 29 the following two cycles, the display shall show the programmed 30 pedestrian change interval or be blank. In the event the controller is put in 31 stop time during the pedestrian change interval, during the following two 32 cycles the display shall show the programmed clearance or be blank. In 33 the event there is railroad preempt during the pedestrian change interval, 34 during the following two cycles the display shall show the programmed 35 clearance or be blank. Light emitting diode (LED) light sources having the 36 incandescent appearance are required for Portland Orange Raised Hand 37 and the Lunar White Walking Person. 38 39 4. LED displays shall conform to the following: 40 41 a. Wattage (Maximum): Portland Orange Raised Hand, 15 watts: Lunar 42 White Walking Person, 15 watts. 43 44 b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. 45 46 c. Temperature: Temperature range shall be -35° F to +165° F. 47 48 d. LED pedestrian heads shall be supplied with Z crate visors. Z crate visors 49 shall have 21 members at 45 degrees and 20 horizontal members. 50 51 9- 29.20(1) LED Pedestrian Displays 52 This section is deleted. City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 109 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 49 50 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: 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 ' 9 -34.2 Paint The second paragraph is revised to read: ' City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 110 2014 RFB ver. 1 -08 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 D -1 F D -2 D -3 I D-4 I D -5 D -6 Test Method Min. I Max. I Min. I Max. I Min. I Max. I Min. I Max. I 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. 20 City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 111 2014 RFB ver. 1 -08 I SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS u u u n r ' City of Federal Way South 320"' Street Preservation Project RFB ver. 1 -08 RFB # 14 -102 2014 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 Specifications'. 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 sources, which may have project - specific fill -ins; and project - specific Special Provisions. Each 15 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 of the Standard Specifications is meant to pertain only to that particular portion of the section, 18 and in no way should it be interpreted that the balance of the section does not apply. 19 20 Also incorporated into the Contract Documents by reference are: 21 • Manua/ on Uniform Traffic Control Devices for Streets and Highways, currently adopted 22 edition, with Washington State modifications, if any ' 23 0 Standard Plans for Road, Bridge and Municipal Construction, 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 Provision) Project Specific Special Provision 34 35 DESCRIPTION OF WORK 36 37 The project shall consist of resurfacing S 3201h Street from 11th PI S to I -5 Limited Access, which 38 includes roadway excavation, planing bituminous pavement, removal of existing curb & gutter, 39 sidewalk, concrete approach, wheel chair ramps, type C traffic curb, extruded curb and islands. 40 This work also includes overlaying S 320th Street from 11th PI S to I -5 Limited Access with HMA 41 Class 1/2" PG 64 -22 (7,050 tons), new curb & gutter, extruded curb, type C block traffic curb, 42 wheel chair ramps, traffic signal video camera detection, pedestrian push button, 43 channelization, restoration and utility adjustments work. 44 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 1 2014 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 South 320"' Street Preservation Project and other work, all in 8 accordance with the attached Contract Plans, these Contract Provisions, and the Standard 9 Specifications. 10 11 1 -01.3 Definitions 12 (March 8, 2013 APWA GSP) 13 14 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 15 them with the following: 16 17 Dates 18 Bid Opening Date 19 The date on which the Contracting Agency publicly opens and reads the Bids. 20 Award Date 21 The date of the formal decision of the Contracting Agency to accept the lowest 22 responsible and responsive Bidder for the Work. 23 Contract Execution Date 24 The date the Contracting Agency officially binds the Agency to the Contract. 25 Notice to Proceed Date 26 The date stated in the Notice to Proceed on which the Contract time begins. 27 Substantial Completion Date 28 The day the Engineer determines the Contracting Agency has full and unrestricted use 29 and benefit of the facilities, both from the operational and safety standpoint, any 30 remaining traffic disruptions will be rare and brief, and only minor incidental work, 31 replacement of temporary substitute facilities, plant establishment periods, or correction 32 or repair remains for the Physical Completion of the total Contract. 33 Physical Completion Date 34 The day all of the Work is physically completed on the project. All documentation 35 required by the Contract and required by law does not necessarily need to be furnished 36 by the Contractor by this date. 37 Completion Date 38 The day all the Work specified in the Contract is completed and all the obligations of the 39 Contractor under the contract are fulfilled by the Contractor. All documentation required 40 by the Contract and required by law must be furnished by the Contractor before 41 establishment of this date. 42 final Acceptance Date 43 The date on which the Contracting Agency accepts the Work as complete. 44 45 Supplement this Section with the following: 46 47 All references in the Standard Specifications, Amendments, or WSDOT General Special 48 Provisions, to the terms "State ", "Department of Transportation ", "Washington State City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 2 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 48 49 50 51 52 Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1 -08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. City of Federal Way RFB # 14 -102 S320 th Street Preservation Project Page 3 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 1 -02 Bid Procedures and Condtitions 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 Sets Basis of Distribution Reduced plans (11" x 17 ") 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 34 ") 2 Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1 -02.4 Examination of Plans, Specifications, and Site of Work 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 S 320`b Street Preservation Project Page 4 RFB ver. 1 -08 RFB # 14 -102 2014 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 to 9 be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form 10 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 or 15 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 The fourth paragraph of Section 1 -02.6 is revised to read: 24 25 (May 7, 2012) 26 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise 27 (DBE) Utilization Certification, when required by the Special Provisions. For each and 28 every DBE firm listed on the Bidder's completed Disadvantaged Business Enterprise 29 Utilization Certification, the Bidder shall submit written confirmation from that DBE firm 30 that the DBE is in agreement with the DBE participation commitment that the Bidder has 31 made in the Bidder's completed Disadvantaged Business Enterprise Utilization 32 Certification. WSDOT Form 422 031 EF (Disadvantaged Business Enterprise Written 33 Confirmation Document) is to be used for this purpose. 34 35 Bidder must submit good faith effort documentation only in the event the bidder's 36 efforts to solicit sufficient DBE participation have been unsuccessful. Directions for 37 delivery of the Disadvantaged Business Enterprise Written Confirmation Documents and 38 Disadvantaged Business Enterprise Good Faith Effort documentation are included in 39 Sections 1 -02.9. 40 41 1 -02.7 Bid Deposit 42 (March 8, 2013 APWA GSP) 43 44 Supplement this section with the following: 45 46 Bid bonds shall contain the following: 47 1. Contracting Agency- assigned number for the project; 48 2. Name of the project; 49 3. The Contracting Agency named as obligee; City of Federal Way RFB # 14 -102 S 320th Street Preservation Project Page 5 2014 RFB ver. 1 -08 1 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 2 represents five percent of the maximum bid amount that could be awarded; 3 5. Signature of the bidder's officer empowered to sign official statements. The signature of 4 the person authorized to submit the bid should agree with the signature on the bond, 5 and the title of the person must accompany the said signature; 6 6. The signature of the surety's officer empowered to sign the bond and the power of 7 attorney. 8 9 If so stated in the Contract Provisions, bidder must use the bond form included in the 10 Contract Provisions. 11 12 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 13 14 1 -02.9 Delivery of Proposal 15 (August IS, 2012 APWA GSP, Option A) 16 17 Delete this section and replace it with the following: 18 19 Each proposal shall be submitted in a sealed envelope, with the Project Name and Project 20 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 21 otherwise required in the Bid Documents, to ensure proper handling and delivery. 22 23 If the project has FHWA funding and requires DBE Written Confirmation Documents or Good 24 Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with 25 their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the 26 Bidder's completed DBE Utilization Certification, form 272 -056A EF, as required by Section 27 1 -02.6. 28 29 The Contracting Agency will not open or consider any Bid Proposal that is received after the 30 time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other 31 than that specified in the Call for Bids. 32 33 1 -02.13 Irregular Proposals 34 (March 13, 2012 APWA GSP) 35 36 Revise item 1 to read: 37 38 1. A proposal will be considered irregular and will be rejected if: 39 a. The Bidder is not prequalified when so required; 40 b. The authorized proposal form furnished by the Contracting Agency is not used or 41 is altered; 42 C. The completed proposal form contains any unauthorized additions, deletions, 43 alternate Bids, or conditions; 44 d. The Bidder adds provisions reserving the right to reject or accept the award, or 45 enter into the Contract; 46 e. A price per unit cannot be determined from the Bid Proposal; 47 f. The Proposal form is not properly executed; 48 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 49 as required in Section 1 -02.6; 50 h. The Bidder fails to submit or properly complete a Disadvantaged Business 51 Enterprise Certification, if applicable, as required in Section 1 -02.6; City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 6 2014 RFB ver. 1 -08 1 i. The Bidder fails to submit written confirmation from each DBE firm listed on the 2 Bidder's completed DBE Utilization Certification that they are in agreement with 3 the bidders DBE participation commitment, if applicable, as required in Section 1- 4 02.6, or if the written confirmation that is submitted fails to meet the 5 requirements of the Special Provisions; 6 j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as 7 required in Section 1 -02.6, or if the documentation that is submitted fails to 8 demonstrate that a Good Faith Effort to meet the Condition of Award was made; 9 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 10 material terms of the Bid invitation; or 11 I. More than one proposal is submitted for the same project from a Bidder under 12 the same or different names. 13 14 1 -02.14 Disqualification of Bidders 15 (March 8, 2013 APWA GSP, Option 8) 16 17 Delete this Section and replace it with the following: 18 19 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 20 responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following 21 Supplemental Criteria: 22 23 1. Delinquent State Taxes 24 25 A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State 26 Department of Revenue without a payment plan approved by the Department 27 of Revenue. 28 29 B. Documentation: The Bidder shall not be listed on the Washington State 30 Department of Revenue's "Delinquent Taxpayer List" website: 31 http: / /dor.wa.gov/ content /fileandpaytaxes /latefiIing /dtlwest.aspx , or if they 32 are so listed, they must submit a written payment plan approved by the 33 Department of Revenue, to the Contracting Agency by the deadline listed 34 below. 35 36 2. Federal Debarment 37 38 A. Criterion: The Bidder shall not currently be debarred or suspended by the 39 Federal government. 40 41 B. Documentation: The Bidder shall not be listed as having an "active exclusion" 42 on the U.S. government's "System for Award Management" database 43 (www.sam.gov). 44 45 3. Subcontractor Responsibility 46 47 A.- Criterion: The Bidder's standard subcontract form shall include the 48 subcontractor responsibility language required by RCW 39.06.020, and the 49 Bidder shall have an established procedure which it utilizes to validate the 50 responsibility of each of its subcontractors. The Bidder's subcontract form shall 51 also include a requirement that each of its subcontractors shall have and City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 7 2014 ' RFB ver. 1 -08 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. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A. Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, 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 and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and /or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A. Criterion: The Bidder and /or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 8 2014 RFB ver. 1 -08 1 B. Documentation: The Bidder, if and when required as detailed below, shall sign 2 a statement (on a form to be provided by the Contracting Agency) that the 3 Bidder and /or its owners have not been convicted of a crime involving bidding 4 on a public works contract. 5 6 7. Termination for Cause / Termination for Default 7 8 A. Criterion: The Bidder shall not have had any public works contract terminated 9 for cause or terminated for default by a government agency in the five years 10 prior to the bid submittal date, unless there are extenuating circumstances and 11 such circumstances are deemed acceptable to the Contracting Agency. 12 13 B. Documentation: The Bidder, if and when required as detailed below, shall sign 14 a statement (on a form to be provided by the Contracting Agency) that the 15 Bidder has not had any public works contract terminated for cause or 16 terminated for default by a government agency in the five years prior to the bid 17 submittal date; or if Bidder was terminated, describe the circumstances. . 18 19 8. Lawsuits 20 21 A. Criterion: The Bidder shall not have lawsuits with judgments entered against 22 the Bidder in the five years prior to the bid submittal date that demonstrate a 23 pattern of failing to meet the terms of contracts, unless there are extenuating 24 circumstances and such circumstances are deemed acceptable to the 25 Contracting Agency 26 27 B. Documentation: The Bidder, if and when required as detailed below, shall sign 28 a statement (on a form to be provided by the Contracting Agency) that the 29 Bidder has not had any lawsuits with judgments entered against the Bidder in 30 the five years prior to the bid submittal date that demonstrate a pattern of 31 failing to meet the terms of contracts, or shall submit a list of all lawsuits with 32 judgments entered against the Bidder in the five years prior to the bid 33 submittal date, along with a written explanation of the circumstances 34 surrounding each such lawsuit. The Contracting Agency shall evaluate these 35 explanations to determine whether the lawsuits demonstrate a pattern of 36 failing to meet of terms of construction related contracts 37 38 As evidence that the Bidder meets the mandatory and supplemental responsibility criteria 39 stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 40 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a 41 written statement verifying that the Bidder meets all of the mandatory and supplemental 42 criteria together with supporting documentation including but not limited to that detailed 43 above (sufficient in the sole judgment of the Contracting Agency) demonstrating 44 compliance with all mandatory and supplemental responsibility criteria. The Contracting 45 Agency reserves the right to request such documentation from other Bidders as well, and 46 to request further documentation as needed to assess Bidder responsibility. The 47 Contracting Agency also reserves the right to obtain information from third - parties and 48 independent sources of information concerning a Bidder's compliance with the mandatory 49 and supplemental criteria, and to use that information in their evaluation. The Contracting 50 Agency may (but is not required to) consider mitigating factors in determining whether the 51 Bidder complies with the requirements of the supplemental criteria. 52 City of Federal Way RFB # 14 -102 ' S320 th Street Preservation Project Page 9 2014 RFB ver. 1 -08 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 3 from 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 14 information to the Contracting Agency. The Contracting Agency will consider the appeal 15 and any additional information before issuing its final determination. If the final 16 determination affirms that the Bidder is not responsible, the Contracting Agency will not 17 execute a contract with any other Bidder until at least two business days after the Bidder 18 determined to be not responsible has received the Contracting Agency's final 19 determination. We 21 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with 22 concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility 23 Criteria may make or submit requests to the Contracting Agency to modify the criteria. 24 Such requests shall be in writing, describe the nature of the concerns, and propose 25 specific modifications to the criteria. Bidders shall submit such requests to the Contracting 26 Agency no later than five (5) business days prior to the bid submittal deadline and address 27 the request to the Project Engineer or such other person designated by the Contracting 28 Agency in the Bid Documents. 29 30 1 -02.15 Pre Award Information 31 (August 14, 2013 APWA GSP) 32 33 Revise this section to read: 34 35 Before awarding any contract, the Contracting Agency may require one or more of these 36 items or actions of the apparent lowest responsible bidder: 37 1. A complete statement of the origin, composition, and manufacture of any or all 38 materials to be used, 39 2. Samples of these materials for quality and fitness tests, 40 3. A progress schedule (in a form the Contracting Agency requires) showing the order of 41 and time required for the various phases of the work, 42 4. A breakdown of costs assigned to any bid item, 43 5. Attendance at a conference with the Engineer or representatives of the Engineer, 44 6. Obtain and furnish a copy of, a business license to do business in the city or countX 45 where the work is located. 46 7. Any other information or action taken that is deemed necessary to ensure that the 47 bidder is the lowest responsible bidder. 48 City of Federal Way RFB # 14 -102 S 320th Street Preservation Project Page 10 2014 RFB ver. 1 -08 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 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 Contracting Agency 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 applicable and such additives and /or alternates as selected by the 16 Contracting Agency, 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, 2005 APWA GSP) 21 22 Revise this section to read: 23 24 Copies 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 copies 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 of 43 the documents, provided the Contracting Agency deems the circumstances warrant it. 44 45 1 -03.4 Contract Bond 46 47 Section 1 -03.4 is supplemented with the following: 48 49 (August 5, 2013) 50 Release of Contract Bond will be 60 days following the Contract Completion date and 51 Notice of Completion (NOC) being sent to the Washington State Department of Labor and City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 11 2014 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 1 Industries, Washington State Department of Revenue and Washington State Employment Security Department, provided following conditions are met: ' 1. Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the ' Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with ' the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works ' Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per Section 1- 07.10) , shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the Contract Bond have been resolved. 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. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. City of Federal Way S 320`h Street Preservation Project Page 12 RFB ver. 1 -08 RFB # 14 -102 2014 1 If the Contractor fails to comply with a written order to remedy what the Engineer 2 determines to be an emergency situation, the Engineer may have the defective and ' 3 unauthorized work corrected immediately, have the rejected work removed and replaced, or 4 have work the Contractor refuses to perform completed by using Contracting Agency or 5 other forces. An emergency situation is any situation when, in the opinion of the Engineer, a 6 delay in its remedy could be potentially unsafe, or might cause serious risk of loss or 7 damage to the public. 8 9 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 10 remedying defective or unauthorized _work, or work the Contractor failed or refused to 11 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from ' 12 monies due, or to become due, the Contractor. Such direct and indirect costs shall include in 13 particular, but without limitation, compensation for additional professional services required, ' 14 15 and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. 16 17 No adjustment in contract time or compensation will be allowed because of the delay in the ' 18 performance of the work attributable to the exercise of the Contracting Agency's rights 19 provided by this Section. ' 20 21 The rights exercised under the provisions of this section shall not diminish the Contracting 22 Agency's right to pursue any other avenue for additional remedy or damages with respect to ' 23 24 the Contractor's failure to perform the work as required. 25 1 -05.11 Final Inspection ' 26 27 Delete this section and replace it with the following: 28 29 1 -05.11 Final Inspections and Operational Testing '30 (October 1, 2005APWA GSP) 31 32 1- 05.11(1) Substantial Completion Date 33 34 When the Contractor considers the work to be substantially complete, the Contractor shall 35 so notify the Engineer and request the Engineer establish the Substantial Completion Date. ' 36 The Contractor's request shall list the specific items of work that remain to be completed in 37 order to reach physical completion. The Engineer will schedule an inspection of the work 38 with the Contractor to determine the status of completion. The Engineer may also establish '39 the Substantial Completion Date unilaterally. 40 41 If, after this inspection, the Engineer concurs with the Contractor that the work is 42 substantially complete and ready for its intended use, the Engineer, by written notice to the ' 43 Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer 44 does not consider the work substantially complete and ready for its intended use, the 45 Engineer will, by written notice, so notify the Contractor giving the reasons therefor. ' 46 47 Upon receipt of written notice concurring in or denying substantial completion, whichever is 48 applicable, the Contractor shall pursue vigorously, diligently and without unauthorized ' 49 interruption, the work necessary to reach Substantial and Physical Completion. The 50 Contractor shall provide the Engineer with a revised schedule indicating when the ' 51 Contractor expects to reach substantial and physical completion of the work. 52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 13 2014 RFB ver. 1 -08 1 The above process shall be repeated until the Engineer establishes the Substantial 2 Completion Date and the Contractor considers the work physically complete and ready for 3 final inspection. 4 5 1- 05.11(2) Final Inspection and Physical Completion Date 6 7 When the Contractor considers the work physically complete and ready for final inspection, 8 the Contractor by written notice shall request the Engineer to schedule a final inspection. 9 The Engineer will set a date for final inspection. The Engineer and the Contractor will then 10 make a final inspection and the Engineer will notify the Contractor in writing of all 11 particulars in which the final inspection reveals the work incomplete or unacceptable. The 12 Contractor shall immediately take such corrective measures as are necessary to remedy the 13 listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without 14 interruption until physical completion of the listed deficiencies. This process will continue 15 until the Engineer is satisfied the listed deficiencies have been corrected. 16 17 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 18 written notice listing the deficiencies, the Engineer may, upon written notice to the 19 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 20 Section 1 -05.7. 21 The Contractor will not be allowed an extension of contract time because of a delay in the 22 performance of the work attributable to the exercise of the Engineer's right hereunder. 23 24 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 25 Contracting Agency, in writing, of the date upon which the work was considered physically 26 complete. That date shall constitute the Physical Completion Date of the contract, but shall 27 not imply acceptance of the work or that all the obligations of the Contractor under the 28 contract have been fulfilled. 29 30 1- 05.11(3) Operational Testing 31 32 It is the intent of the Contracting Agency to have at the Physical Completion Date a 33 complete and operable system. Therefore when the work involves the installation of 34 machinery or other mechanical equipment; street lighting, electrical distribution or signal 35 systems; irrigation systems; buildings; or other similar work it may be desirable for the 36 Engineer to have the Contractor operate and test the work for a period of time after final 37 inspection but prior to the physical completion date. Whenever items of work are listed in 38 the Contract Provisions for operational testing they shall be fully tested under operating 39 conditions for the time period specified to ensure their acceptability prior to the Physical 40 Completion Date. During and following the test period, the Contractor shall correct any 41 items of workmanship, materials, or equipment which prove faulty, or that are not in first 42 class operating condition. Equipment, electrical controls, meters, or other devices and 43 equipment to be tested during this period shall be tested under the observation of the 44 Engineer, so that the Engineer may determine their suitability for the purpose for which 45 they were installed. The Physical Completion Date cannot be established until testing and 46 corrections have been completed to the satisfaction of the Engineer. 47 48 The costs for power, gas, labor, material, supplies, and everything else needed to 49 successfully complete operational testing, shall be included in the unit contract prices 50 related to the system being tested, unless specifically set forth otherwise in the proposal. 51 City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 14 2014 RFB ver. 1 -08 1 3 4 5 ' 6 7 9 10 ' 11 12 13 ' 14 15 16 ' 17 18 19 '20 21 22 '23 24 25 26 27 28 29 ' 30 31 32 L ' 33 34 35 '36 37 38 ' 39 40 41 '42 43 44 '45 46 47 t48 49 50 ' 51 52 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 Equipment 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 Police Department 33325 8th Avenue South Federal Way, WA 98003 -6325 Telephone: 253- 835 -6701 To schedule off duty officers Telephone: 253 - 835 -6767 King County Metro 1270 6th Avenue South, Bldg. 2 MS:QS Seattle, WA 98134 Telephone: 206 - 684 -2785 Puget Sound Energy (Gas) 3130 South 38th Street / TAC -LL "Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253- 476 -6034 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Dennis Booth Telephone: 253 - 606 -4787 City of Federal Way ' S 320th Street Preservation Project Page 15 RFB ver. 1 -08 South King Fire & Rescue 31617 ist 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 Centuryl-ink Communications 2510 84th Street, Suite 18 Lakewood, WA 98499 Attn: Tonna Baruso Telephone: 253- 597 -4018 Comcast Cable Communications 4020 Auburn Way North Auburn, WA 98002 Attn: Mike Violette Telephone: 253 - 261 -1409 RFB # 14 -102 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 AT &T Cable Maintenance 11241 Willow Road NE, Suite 130 Redmond, WA 98052 Attn: Dan McGeough Telephone: 425 - 896 -9830 Lakehaven Utility District PO Box 4249 Federal Way, WA 98003 Attn: Gene Yoder . Telephone: 253 - 261 -1741 King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Telephone: 206 - 296 -8152 Pierce Transit 370196 Ih Street SW Lakewood, WA 98499 Attn: Dixie Sciacqua Telephone: 253 - 581 -8001 1- 05.14(8) Coordination of Work with City New Section 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. The Contractor will not be responsible for overtime pay to the City's Engineer for work performed at night. 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 protest, notice of dispute or other correspondence constituting notification required to be furnished under the Contract must be in paper format hand delivered or sent via mail delivery service to the Project Engineer's office Electronic copies such as a -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1 -05.16 Water and Power (October 1, 2005APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1 -05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 16 2014 RFB ver. 1 -08 1 binding upon the Contracting Agency, unless subsequently put in writing and signed by the 2 Contracting Agency. ' 3 4 1 -06 Control of Material 5 Buy America 6 7 Section 1 -06 is supplemented with the following: 8 9 (August 6, 2012) 10 In accordance with Buy America requirements contained in 23 CFR 635.410, the major II 11 quantities of steel and iron construction material that is permanently incorporated into the 12 ro'ect shall consist of American -made materials only. Buy America does not apply to temporary P J 13 steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. 14 15 Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the 16 foreign material used does not exceed one -tenth of one percent of the total contract cost or t18 17 $2,500.00, whichever is greater. 19 American -made material is defined as material having all manufacturing processes occurring 20 domestically. To further define the coverage, a domestic product is a manufactured steel ' 21 material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in 22 the territories and possessions of the United States. ' 23 24 If domestically produced steel billets or iron ingots are exported outside of the area of 25 coverage, as defined above, for any manufacturing process then the resulting product does not 26 conform to the Buy America requirements. Additionally, products manufactured domestically 27 from foreign source steel billets or iron ingots do not conform to the Buy America requirements 28 because the initial melting and mixing of alloys to create the material occurred in a foreign ' 29 30 country. 31 Manufacturing begins with the initial melting and mixing, and continues through the coating 32 stage. Any process which modifies the chemical content, the physical size or shape, or the final 33 finish is considered a manufacturing process. The processes include rolling, extruding, 34 machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to 35 steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, 36 aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. 37 Any process from the original reduction from ore to the finished product constitutes a 38 manufacturing process for iron. '39 40 Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), 41 scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. '42 43 The following are considered to be steel manufacturing processes: 44 45 1. Production of steel by any of the following processes: 46 47 a. Open hearth furnace. 48 b. Basic oxygen ' 49 c. Electric furnace. 50 d. Direct reduction. 51 52 2. Rolling, heat treating, and any other similar processing. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 17 2014 ' RFB ver. 1 -08 2 3. Fabrication of the products. ' 3 4 a. Spinning wire into cable or strand. 5 b. Corrugating and rolling into culverts: 6 c. Shop fabrication. ' 7 8 A certification of materials origin will be required for any items comprised of, or containing, 9 steel or iron construction materials prior to such items being incorporated into the ' 10 permanent work. The certification shall be on DOT Form 350 -109EF provided by the 11 Engineer, or such other form the Contractor chooses, provided it contains the same 12 information as DOT Form 350- 109EF. ' 13 14 1 -07 Legal Relations and Responsibilities to the Public 15 ' 16 1 -07.1 Laws to be Observed 17 (October 1, 2005APWA G5P) 18 ' 19 Supplement this section with the following: 20 In cases of conflict between different safety regulations, the more stringent regulation shall '21 22 apply. 23 The Washington State Department of Labor and Industries shall be the sole and paramount '24 25 administrative agency responsible for the administration of the provisions of the Washington 26 27 Industrial Safety and Health Act of 1973 (WISHA). ' 28 The Contractor shall maintain at the project site office, or other well known place at the 29 project site, all articles necessary for providing first aid to the injured. The Contractor shall 30 establish, publish, and make known to all employees, procedures for ensuring immediate ' 31 removal to a hospital, or doctor's care, persons, including employees, who may have been 32 injured on the project site. Employees should not be permitted to work on the project site 33 before the Contractor has established and made known procedures for removal of injured ' 34 persons to a hospital or a doctor's care. 35 36 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the ' 37 Contractor's plant, appliances, and methods, and for any damage or injury resulting from 38 their failure, or improper maintenance, use, or operation. The Contractor shall be solely and 39 completely responsible for the conditions of the project site, including safety for all persons , 40 and property in the performance of the work. This requirement shall apply continuously, 41 and not be limited to normal working hours. The required or implied duty of the Engineer 42 to conduct construction review of the Contractor's performance does not, and shall not, be , 43 intended to include review and adequacy of the Contractor's safety measures in, on, or near 44 the project site. 45 '46 1 -07.2 State Taxes 47 48 The third paragraph of Section 1 -07.2 is revised to read: , 49 50 (June 27, 2011) City of Federal Way RFB # 14 -102 S 320'x' Street Preservation Project Page 18 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 48 49 50 51 52 The Contracting Agency will release the Contract Bond only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract - related taxes have been paid. Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) 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 Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract- related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(1) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07.2(2) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project 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 48 49 50 51 52 For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1- 07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1 -07.7 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. Subparagraph 1 of the second paragraph of Section 1- 07.(1) is deleted. The Contractor shall not operate vehicles which exceed the maximum gross weight provide by lay within the following areas of this project: All project roads are subject to weight limit restrictions. (March 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1 -07.9 Wages 1- 07.9(1) General Section 1- 07.9(1) is supplemented with the following: (January 8, 2013) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA130001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. City of Federal Way S 32& Street Preservation Project Page 20 RFB ver. 1 -08 RFB # 14 -102 2014 1 3 4 S 6 7 ' 8 9 10 11 12 13 14 ' 15 16 '17 18 19 20 ' 21 22 23 24 25 26 27 28 29 '30 31 32 33 34 35 '36 37 38 '39 40 41 '42 43 44 45 46 47 '48 49 50 '51 52 1 -07.11 Requirements for Nondiscrimination Section 1 -07.11 is supplemented with the following: (August 5, 2013) Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 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 Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 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. Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 21 2014 RFB ver. 1 -08 1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; 2 WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA 3 Thurston; WA Whatcom. 4 5 Portland, OR: 6 SMSA Counties: 7 Portland, OR -WA 4.5 8 WA Clark. 9 Non -SMSA Counties 3.8 10 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. 11 12 These goals are applicable to each nonexempt Contractor's total on -site construction 13 workforce, regardless of whether or not part of that workforce is performing work on a 14 Federal, or federally assisted project, contract, or subcontract until further notice. 15 Compliance with these goals and time tables is enforced by the Office of Federal 16 Contract compliance Programs. 17 18 The Contractor's compliance with the Executive Order and the regulations in 41 19 CFR Part 60 -4 shall be based on its implementation of the Equal Opportunity Clause, 20 specific affirmative action obligations required by the specifications set forth in 41 CFR 21 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female 22 employment and training must be substantially uniform throughout the length of the 23 contract, in each construction craft and in each trade, and the Contractor shall make a 24 good faith effort to employ minorities and women evenly on each of its projects. The 25 transfer of minority or female employees or trainees from Contractor to Contractor or 26 from project to project for the sole purpose of meeting the Contractor's goal shall be a 27 violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. 28 Compliance with the goals will be measured against the total work hours performed. 29 30 3. The Contractor shall provide written notification to the Office of Federal Contract 31 Compliance Programs (OFCCP) within 10 working days of award of any construction 32 subcontract in excess of $10,000 or more that are Federally funded, at any tier for 33 construction work under the contract resulting from this solicitation. The notification 34 shall list the name, address and telephone number of the Subcontractor; employer 35 identification number of the Subcontractor; estimated dollar amount of the 36 subcontract; estimated starting and completion dates of the subcontract; and the 37 geographical area in which the contract is to be performed. The notification shall be 38 sent to: 39 40 U.S. Department of Labor 41 Office of Federal Contract Compliance Programs Pacific Region 42 Attn: Regional Director 43 San Francisco Federal Building 44 90-7 th Street, Suite 18 -300 45 San Francisco, CA 94103(415) 625 -7800 Phone 46 (415) 625- 7799Fax 47 48 Additional information may be found at the U.S. Department of Labor website: 4 49 http : / /www.dol.gov /ofccp/TAguides /ctaguide.htm 50 51 4. As used in this Notice, and in the contract resulting from this solicitation, the 52 Covered Area is as designated herein. City of Federal Way RFB # 14 -102 S 320`' Street Preservation Project Page 22 2014 RFB ver. 1 -08 2 Standard Federal Equal Employment Opportunity Construction Contract Specifications 3 (Executive Order 11246) ' 5 1. As used in these specifications: 6 7 a. Covered Area means the geographical area described in the solicitation from 8 which this contract resulted; 9 10 b. Director means Director, Office of Federal Contract Compliance Programs, ' 11 United States Department of Labor, or any person to whom the Director 12 delegates authority; 13 14 c. Employer Identification Number means the Federal Social Security number ' 15 used on the Employer's Quarterly Federal Tax Return, U. S. Treasury 16 Department Form 941; d. Minority includes: 20 (1) Black, a person having origins in any of the Black Racial Groups of 21 Africa. 22 23 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of ' 24 Mexican, Puerto Rican, Cuban, Central American, South American, or 25 other Spanish origin. 27 (3) Asian or Pacific Islander, a person having origins in any of the original 28 peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands 29 and Samoa. '30 31 (4) American Indian or Alaskan Native, a person having origins in any of 32 the original peoples of North America, and who maintain cultural ' 33 identification through tribal affiliation or community recognition. 'AA 35 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of ' 36 the work involving any construction trade, it shall physically include in each subcontract 37 in excess of $10,000 the provisions of these specifications and the Notice which contains 38 the applicable goals for minority and female participation and which is set forth in the ' 39 solicitations from which this contract resulted. 40 41 3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan 42 approved by the U.S. Department of Labor in the covered area either individually or 43 through an association, its affirmative action obligations on all work in the Plan area 44 (including goals and timetables) shall be in accordance with that Plan for those trades 45 which have unions participating in the Plan. Contractors must be able to demonstrate ' 46 their participation in and compliance with the provisions of any such Hometown Plan. 47 Each Contractor or Subcontractor participating in an approved Plan is individually 48 required to comply with its obligations under the EEO clause, and to make a good faith 49 effort to achieve each goal under the Plan in each trade in which it has employees. The 50 overall good faith performance by other Contractors or Subcontractors toward a goal in 51 an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to 52 take good faith effort to achieve the Plan goals and timetables. City of Federal way RFB # 14 -102 S 320`x' Street Preservation Project 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 �0 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the- street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this City of Federal Way S 32& Street Preservation Project Page 24 RFB ver. 1 -08 RFB # 14 -102 2014 42 i. Direct its recruitment efforts, both oral and written to minority, female and 43 community organizations, to schools with minority and female students and to 44 minority and female recruitment and training organizations serving the ' 45 Contractor's recruitment area and employment needs. Not later than one 46 month prior to the date for the acceptance of applications for apprenticeship or 47 other training by any recruitment source, the Contractor shall send written ' 48 notification to organizations such as the above, describing the openings, 49 screening procedures, and tests to be used in the selection process. 50 ' 51 j. Encourage present minority and female employees to recruit other minority 52 persons and women and where reasonable, provide after school, summer and City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 25 2014 RFB ver. 1-08 1 shall be documented in the file with the reason therefor, along with whatever 2 additional actions the Contractor may have taken. 3 4 d. Provide immediate written notification to the Director when the union or unions 5 with which the Contractor has a collective bargaining agreement has not ' 6 referred to the Contractor a minority person or woman sent by the Contractor, 7 or when the Contractor has other information that the union referral process 8 has impeded the Contractor's efforts to meet its obligations. 9 10 e. Develop on- the -job training opportunity and /or participate in training programs 11 for the area which expressly include minorities and women, including ' 12 upgrading programs and apprenticeship and trainee programs relevant to the 13 Contractor's employment needs, especially those programs funded or approved 14 by the U.S. Department of Labor. The Contractor shall provide notice of these 15 programs to the sources compiled under 7b above. 16 17 f. Disseminate the Contractor's EEO policy by providing notice of the policy to ' 18 requesting their cooperation in assisting the unions and training programs and ue 9P 9 Q 9 P 9 19 Contractor in meeting its EEO obligations; by including it in any policy manual ' 20 21 and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all 22 management personnel and with all minority and female employees at least I 23 24 once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is 25 performed. 26 27 g. Review, at least annually, the company's EEO policy and affirmative action 28 obligations under these specifications with all employees having any 29 responsibility for hiring, assignment, layoff, termination or other employment ' 30 decisions including specific review of these items with on -site supervisory 31 personnel such as Superintendents, General Foremen, etc., prior to the 32 initiation of construction work at any job site. A written record shall be made 33 and maintained identifying the time and place of these meetings, persons 34 attending, subject matter discussed, and disposition of the subject matter. 35 '36 h. Disseminate the Contractor's EEO policy externally by including it in any 37 advertising in the news media, specifically including minority and female news 38 media, and providing written notification to and discussing the Contractor's ' 39 EEO policy with other Contractors and Subcontractors with whom the 40 Contractor does or anticipates doing business. 41 42 i. Direct its recruitment efforts, both oral and written to minority, female and 43 community organizations, to schools with minority and female students and to 44 minority and female recruitment and training organizations serving the ' 45 Contractor's recruitment area and employment needs. Not later than one 46 month prior to the date for the acceptance of applications for apprenticeship or 47 other training by any recruitment source, the Contractor shall send written ' 48 notification to organizations such as the above, describing the openings, 49 screening procedures, and tests to be used in the selection process. 50 ' 51 j. Encourage present minority and female employees to recruit other minority 52 persons and women and where reasonable, provide after school, summer and City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 25 2014 RFB ver. 1-08 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 which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 26 2014 RFB ver. 1 -08 2 10. The Contractor shall not use the goals and timetables or affirmative action standards to 3 discriminate against any person because of race, color, religion, sex, or national origin. 4 5 11. The Contractor shall not enter into any subcontract with any person or firm debarred 6 from Government contracts pursuant to Executive Order 11246. 7 8 12. The Contractor shall carry out such sanctions and penalties for violation of these 9 specifications and of the Equal Opportunity Clause, including suspensions, terminations 10 and cancellations of existing subcontracts as may be imposed or ordered pursuant to 11 Executive Order 11246, as amended, and its implementing regulations by the Office of 12 Federal Contract Compliance Programs. Any Contractor who fails to carry out such 13 sanctions and penalties shall be in violation of these specifications and Executive Order 14 11246, as amended. 15 16 13. The Contractor, in fulfilling its obligations under these specifications, shall implement 17 specific affirmative action steps, at least as extensive as those standards prescribed in 18 paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts 19 to ensure equal employment opportunity. If the Contractor fails to comply with the 20 requirements of the Executive Order, the implementing regulations, or these 21 specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 22 23 14. The Contractor shall designate a responsible official to monitor all employment related 24 activity to ensure that the company EEO policy is being carried out, to submit reports 25 relating to the provisions hereof as may be required by the government and to keep 26 records. Records shall at least include, for each employee, their name, address, 27 telephone numbers, construction trade, union affiliation if any, employee identification 28 number when assigned, social security number, race, sex, status (e.g., mechanic, 29 apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per 30 week in the indicated trade, rate of pay, and locations at which the work was 31 performed. Records shall be maintained in an easily understandable and retrievable 32 form; however, to the degree that existing records satisfy this requirement, the 33 Contractors will not be required to maintain separate records. 34 35 15. Nothing herein provided shall be construed as a limitation upon the application of other 36 laws which establish different standards of compliance or upon the application of 37 requirements for the hiring of local or other area residents (e.g., those under the Public 38 Works Employment Act of 1977 and the Community Development Block Grant Program). 39 40 16. Additional assistance for Federal Construction Contractors on contracts administered by 41 Washington State Department of Transportation or by Local Agencies may be found at: 42 43 Washington State Dept. of Transportation 44 Office of Equal Opportunity 45 PO Box 47314 46 310 Maple Park Ave. SE 47 Olympia WA 48 98504 -7314 49 Ph: 360-705-7090 50 Fax: 360- 705 -6801 ' 51 http:// www .wsdot.wa.gov /equalopportunity /default.htm 52 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 27 2014 RFB ver. 1 -08 1 (April 1, 2013) 2 Disadvantaged Business Enterprise Condition ofAward Participation 3 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this 4 Contract. Demonstrating compliance with these specifications is a Condition of Award 5 (COA) of this Contract. Failure to comply with the requirements of this specification may 6 result in your bid being found to be nonresponsive and may be rejected. 7 8 DBE COA Goal 9 The Contracting Agency has established a COA Contract goal in the amount of: 10 11 * ** Ten Percent (10 %) of the contract total for DBE goals * * *. 12 13 DBE Eligibility /Selection of DBEs 14 A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors 15 are certified to perform is available at: 16 17 www.omwbe.wa.gov /certification /index.shtml. 18 19 The directory provides plain language on the Description of Work that the listed DBE's 20 have been certified by the Office of Minority and Women's Business Enterprises 21 (OMWBE) to perform. The Bidder shall use the Directory of Certified DBE Firms to 22 confirm if a DBE is certified for the "Description of Work" the Bidder lists on the DBE 23 Utilization Certification form # 272 -056 EF (see form instructions) and therefore qualifies 24 for credit towards the COA goal. 25 26 Crediting DBE Participation 27 Joint Venture 28 When a DBE performs as a participant in a joint venture, only that portion of the total 29 dollar value of the Contract equal to the distinct, clearly defined portion of the Work that 30 the DBE performs with its own forces shall be credited. 31 32 DBE Prime Contractor 33 A DBE Prime Contractor may only take credit for that portion of the total dollar value of 34 the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime 35 performs with its own forces. 36 37 DBE Subcontractor 38 When a DBE firm participates as a Subcontractor only that portion of the total dollar 39 value of the Contract equal to the distinct, clearly defined portion of the Work that the 40 DBE performs with its own forces shall be credited. 41 42 Include the cost of supplies and materials obtained by the DBE for the Work 43 in the Contract including supplies purchased or equipment leased by the DBE. 44 45 o However, you may not take credit for supplies, materials, and 46 equipment the DBE Subcontractor purchases or leases from the 47 Prime Contractor or its affiliate. In addition, Work performed by a 48 DBE, utilizing resources of the Prime Contractor or its affiliates 49 shall not be credited. 50 51 In very rare situations, a DBE firm may utilize equipment and /or personnel 52 from a non -DBE firm other than the Prime Contractor or its affiliates. Should City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 28 2014 RFB ver. 1 -08 1 this situation arise the arrangement must be short term and have prior ' 2 written approval from the Office of Equal Opportunity (OEO). 3 4 Count the entire value of fees or commissions charged by a DBE firm for ' 5 providing a bona fide service, such as professional, technical, consultant, 6 managerial services, or for providing bonds or insurance. • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE. Work that a DBE subcontracts to a non -DBE firm shall not be credited. 13 • When non -DBE Subcontractor further subcontracts to a lower -tier 14 Subcontractor or supplier who is a certified DBE, then that portion of the ' 15 Work further subcontracted may be credited as DBE participation, provided it 16 is a distinct clearly defined portion of the Work that the DBE is certified to 17 perform and the DBE Subcontractor performs the Work with its own forces. 19 If a firm is not certified as a DBE at the time of the execution of the contract, 20 their participation cannot be counted toward any DBE goals. 21 22 Trucking 23 Use the following factors in determining DBE credit and whether a DBE trucking 24 company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which credit is being claimed. 29 2. The DBE must itself own and, with its own workforce, operate at least one fully ' 30 licensed, insured, and operational truck used on the Contract. 31 32 3. The DBE receives credit only for the value of the transportation services it ' 33 provides on the Contract using trucks it owns or leases, licenses, insures, and 34 operates with drivers it employs. For purposes of this requirement a lease must 35 indicate that the DBE has exclusive use of and control over the truck. This does ' 36 not preclude the leased truck from working for others provided it is with the 37 consent of the DBE and the lease provides the DBE first priority for use of the 38 leased truck. Leased trucks must display the name and identification number of '39 the DBE. 40 41 4. The DBE may lease trucks from another DBE firm including an owner - operator 42 provided they are certified as a DBE for trucking. The DBE who leases trucks t 43 from another DBE may claim participation for the total value of the 44 transportation services the lessee DBE provides on the Contract. '45 46 5. The DBE may also lease trucks from a non -DBE firm and may enter into an 47 agreement with an owner - operator who is a non -DBE. The DBE shall only 48 receive credit for the number of additional non -DBE trucks equal or less than ' 49 the number of DBE trucks the firms owns or has leased /subcontracted through 50 another DBE trucking company. The DBE must control the work of the non -DBE 51 trucks. If the non- DBE is performing the work without supervision of that work ' 52 by the DBE, the DBE is not performing a Commercially Useful Function (CUF). City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 29 2014 ' RFB ver. 1 -08 2 6. In any lease or owner - operator situation, as described in requirement #4 and 3 #5 above, the following rules shall apply: ' 4 5 a. A written lease /rental agreement is required for all trucks leased or 6 rented; documenting the ownership and the terms of the agreement. , 7 The agreements must be submitted and approved by the Contracting 8 Agency prior to the beginning of the Work. The agreement must show 9 the leaser's name, truck description and agreed upon amount and ' 10 method of payment (hour, ton, or per load). All lease agreements shall 11 be for a long -term relationship, rather than for the individual project. 12 (This requirement does not apply to owner - operator arrangements.) ' 13 14 b. Only the vehicle, (not the operator) may be leased or rented. (This 15 requirement does not apply to owner - operator arrangements). ' 16 17 7. Credit may only be claimed for DBE trucking firms operating under a 18 subcontract or a written agreement approved by the Contracting Agency prior to ' 19 performing Work. 20 Expenditures paid to other DBEs '21 22 Expenditures paid to other DBEs for materials or supplies may be counted toward DBE 23 24 goals as provided in the following: , 25 Manufacturer 26 27 You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. ' 28 29 A manufacturer is a firm that operates or maintains a factory or establishment that 30 produces, on the premises, the materials, supplies, articles, or equipment required ' 31 under the contract. A manufacturer shall include firms that produce finished goods 32 or products from raw or unfinished material or that purchases and substantially 33 alters goods and materials to make them suitable for construction use before ' 34 reselling them. 35 36 In order to receive credit as a DBE Manufacturer, the firm must be certified by ' 37 OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33)000( 38 classification. 39 '40 Regular Dealer 41 You may claim credit for 60 percent of the value of the materials or supplies 42 purchased from a DBE regular dealer. Rules applicable to regular dealer status are ' -43 contained in 49 CFR Part 26.55.e.2. 44 45 To be considered a regular dealer you must meet the following criteria: 46 47 WSDOT considers and recognizes a regular dealer, as a firm that owns, 48 operates, or maintains a store, warehouse, or other establishment in which 49 the materials or supplies required for the performance of the Contract and 50 described by the specifications of the Contract are bought, kept in stock and 51 regularly sold or leased to the public in the usual course of business. 52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 30 2014 RFB ver. 1 -08 1 Sixty percent (60 %) of the cost of materials or supplies purchased from an 2 approved regular dealer may be credited as DBE participation. 3 4 Regular dealer status is granted on a contract -by- contract basis. A firm wishing to 5 be approved as a regular dealer for WSDOT contracted projects or Highways & 6 Local Program administered projects must submit a request in writing to OEO for 7 approval, no later than seven days prior to bid opening. 8 9 Once the OEO has received the request, an onsite review will be set up with the 10 firm and a review conducted to determine the firm's qualifications. If it is 11 determined that the firm qualifies as a regular dealer the OEO will list the firm on 12 an Approved Regular Dealers List. The list may be accessed through the OEO Home 13 website is at: 14 15 www.wsdot.wa.gov /equalopportunity. 16 17 Note: Requests to be listed as a regular dealer will only be processed if the 18 requesting firm is certified by the Office of Minority and Women's Business 19 Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale 20 code section. 21 22 Materials or Supplies Purchased from a DBE 23 With regard to materials or supplies purchased from a DBE who is neither a 24 manufacturer nor a regular dealer you may claim credit for the following: 25 26 1. Fees or commissions charged for assistance in the procurement of the 27 materials and supplies. 28 29 2. Fees or transportation charges for the delivery of materials or supplies. 30 31 In either case you may not take credit for any part of the cost of the materials and 32 supplies. 33 34 Commercially Useful Function (CUF) 35 The Prime Contractor has a responsibility and must treat the working relationship with 36 the DBE such that the DBE is performing a commercially useful function. The Prime 37 Contractor may only take credit for Work performed by a DBE that is determined to be 38 performing a commercially useful function. 39 40 A DBE performs a commercially useful function when it is responsible for 41 execution of a distinct element of Work and is carrying out its responsibilities by 42 performing, managing and supervising the Work involved. The DBE must also be 43 responsible with respect to materials and supplies used on the Contract. For 44 example; negotiating price, determining quality, determining quantities, ordering, 45 installing (if applicable) and paying for the material itself. 46 47 A DBE does not perform a commercially useful function if its role is limited to 48 that of an extra participant in a transaction, Contract, or project through which 49 funds are passed. 50 51 Joint Checking Allowance City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 31 2014 RFB ver. 1 -08 1 Prime Contractors and DBEs must receive pre - approval by the OEO before using a joint 2 check. Joint check requests shall be submitted by the Prime Contractor to the 3 Contracting Agency for approval. 4 5 When requesting approval for use of a joint checking allowance, the Contractor must 6 distribute a written joint check agreement among the parties (including the suppliers 7 involved) providing full and prompt disclosure of the expected use of the joint checks. 8 The agreement shall contain all the information concerning the parties' obligations and 9 consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint 10 check request shall be submitted to the Contracting Agency for approval prior to signing 11 the contract agreement. 12 13 The following are some general conditions that must be met by all parties regarding 14 joint check use: 15 16 a. It is understood that the Prime Contractor acts solely as the guarantor of a joint 17 check. 18 19 b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor 20 does not make direct payment to supplier. In order to be performing a 21 Commercially Useful Function (CUF), the DBE must release the check to the 22 supplier (paying for the materials it -self and not be an extra participant in a 23 transaction). 24 25 c. If the Prime Contractor makes joint checks available to one DBE Subcontractor, 26 the service must be made available to all Subcontractors (DBE and non -DBE). 27 28 d. The relationship between the DBE and its suppliers should be established 29 independently of and without interference by the Prime Contractor. The DBE has 30 final decision- making responsibility concerning the procurement of materials and 31 supplies, including which supplier to use. 32 33 e. The Prime Contractor and DBE shall be able to provide receipts, invoices, 34 cancelled checks and /or certification statements of payment if requested by the 35 Contracting Agency. 36 37 f. The DBE remains responsible for all other elements of 49 CFR 26.55(c)(1). 38 39 Failure by the Prime Contractor to request and receive prior approval of a joint check 40 arrangement will result in the joint check amount not counting towards the Prime 41 Contractor's DBE goal. 42 43 Disadvantaged Business Enterprise Utilization Certification FORM # 272 -056 44 EF 45 To be eligible for award of the Contract, the Bidder shall properly complete and submit a 46 Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid 47 Proposal, as specified Section 1 -02.9 Delivery of Proposal. The Bidder's Disadvantaged 48 Business Enterprise Utilization Certification must clearly demonstrate how the Bidder 49 intends to meet the DBE COA goal. A Disadvantaged Business Enterprise Utilization 50 Certification (form # 272 -056 EF) is included in your Proposal package for this purpose 51 as well as instructions on how to properly fill out the form. 52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 32 2014 RFB ver. 1 -08 1 In the event of arithmetic errors in completing the Disadvantaged Business Enterprise 2 Utilization Certification the amount listed to be applied towards the goal for each DBE 3 shall govern and the DBE total amount shall be adjusted accordingly. 4 5 Note: The Contracting Agency shall consider as non - responsive and shall reject any 6 Bid Proposal submitted that does not contain a Disadvantaged Business 7 Enterprise Utilization Certification that accurately demonstrates how the 8 Bidder intends to meet the COA goal. 9 10 Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) 11 FORM # 422 -031 EF 12 The Bidder shall submit a complete and accurate Disadvantaged Business Enterprise 13 (DBE) Written Confirmation Document for each DBE firm listed in the Bidder's completed 14 Disadvantaged Business Enterprise Utilization Certification as submitted with the bid. 15 Failure to do so will result in the associated participation being disallowed, which may 16 result in bid rejection. 17 18 A Disadvantaged Business Enterprise (DBE) Written Confirmation Document (form No. 19 422 -031 EF) is included in your Proposal package for this purpose. 20 21 The form(s) shall be received as specified in the special provisions for Section 1 -02.9 22 Delivery of Proposal. 23 24 It is prohibited for the Bidder to require a DBE to submit a Written Confirmation 25 Document with any part of the form left blank. Should the Contracting Agency 26 determine that a Written Confirmation Document was signed by a DBE that was not 27 complete; the validity of the document comes into question and the associated DBE 28 Participation may not receive credit. 29 30 Selection of Successful Bidder /Good Faith Efforts (GFE) 31 The successful Bidder shall be selected on the basis of having submitted the lowest 32 responsive Bid, which demonstrates a good faith effort to achieve the DBE COA goal. 33 Achieving the goal may be accomplished in one of two ways, as follows: 34 35 1. By meeting the goal 36 The best indication of good faith efforts is to document, through submission of 37 the Disadvantaged Business Enterprise Utilization Certification and supporting 38 Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) 39 that the Bidder has obtained enough DBE participation to meet or exceed the 40 assigned DBE COA contract goal. That being the case no additional GFE 41 documentation is required. Or; 42 43 2. By documentation that it made adequate GFE to meet the goal 44 The Bidder may demonstrate a GFE in whole or part through GFE 45 documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient DBE 46 participation have been unsuccessful. In this case, the Bidder must supply GFE 47 documentation in addition to the Disadvantaged Business Enterprise Utilization 48 Certification, and supporting Disadvantaged Business Enterprise (DBE) Written 49 Confirmation document(s). 50 51 Note: In the case where the Bidder was awarded the contract based on 52 demonstrating adequate GFE the advertised DBE goal will not be reduced to City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 33 2014 RFB ver. 1 -08 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; 3. Selection by the Bidder of specific economically feasible units of the project to be performed by DBEs in order to increase the likelihood of participation by DBEs even if the Bidder preferred to perform these Work items as the Prime 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; City of Federal Way RFB # 14 -102 S 320'' Street Preservation Project Page 34 2014 RFB ver. 1 -08 1 b. A description of the information provided to the DBEs regarding the plans, 2 specifications, and estimated quantities for portions of the Work to be 3 performed; 4 5 c. Documentation of each DBE contacted but rejected and the reason(s) for 6 that rejection; 7 8 7. Providing, to interested DBEs, adequate information about the plans, 9 specifications, and requirements for the selected subcontracting or material 10 supply Work; 11 12 8. Negotiating in good faith with the DBE firms, and not, without justifiable 13 reason, rejecting as unsatisfactory, Bids that are prepared by any DBE. The 14 DBE's standing within its industry, membership in specific groups, 15 organizations, or associations and political or social affiliations - union vs. non - 16 union employee status - are not legitimate causes for the rejection or non - 17 solicitation of bids in the Prime Contractor's efforts to meet the project goal; 18 19 9. Advertising and making efforts to obtain DBE participation that were 20 reasonably expected to produce a level of participation sufficient to meet the 21 goal or requirements of the Contracting Agency; 22 23 10. Making any other efforts to obtain DBE participation that were reasonably 24 expected to produce a level of participation sufficient to meet the goal or 25 requirements of the Contracting Agency; 26 27 11. Using the services of minority community organizations, minority contractor 28 groups, local, State, and federal minority business assistance offices and other 29 organizations identified by WSDOT and advocates for disadvantaged, minority, 30 and women businesses that provide assistance in the recruitment and 31 placement of disadvantaged, minority, and women business enterprises; and 32 33 12. Using the WSDOT OEO DBE Supportive Services to assist you. For more 34 information please contact the OEO by calling toll free at (888) 259 -9143 or 35 emailing dbess @wsdot.wa.gov. 36 37 Administrative Reconsideration of GFE Documentation 38 Any Bidder has the right to reconsideration but only for the purpose of reassessing their 39 GFE documentation that was determined to be inadequate. 40 41 • The Bidder must request and schedule a reconsideration hearing within seven 42 calendar days of notification of being nonresponsive or forfeit the right to 43 reconsideration. 44 45 • The reconsideration decision on the adequacy of the Bidder's GFE documentation 46 shall be made by an official who did not take part in the original determination. 47 48 . The Bidder shall have the opportunity to meet in person with the official for the 49 purpose of setting forth the Bidder's position as to why the GFE documentation 50 demonstrates a sufficient effort. 51 City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 35 2014 RFB ver. 1 -08 • 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. 2. A list of all firms who submitted a Bid or quote in an attempt to participate in this project whether they were successful or not. Include the business name and a mailing address. Note: The firms identified by the Prime Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. Procedures after Execution Crediting DBE Participation toward Meeting the Goal Reporting All DBE work whether COA or race neutral participation is reported. The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422 -102 EF) on a quarterly basis for any calendar quarter in which DBE has accomplished Work or upon completion of the project, as appropriate. The dollars are to be reported as specified herein. In the event that the payments to a DBE have been made by an entity other 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 the signed affidavit, from the paying entity and submit the report to the Contracting Agency. City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 36 2014 RFB ver. 1 -08 1 Changes in DBE COA participation 2 Owner initiated Change Orders 3 The Prime Contractor shall demonstrate a GFE to substitute COA DBE participation 4 when the Contracting Agency deletes Work items by change order that impact a 5 COA DBE's Work. 6 7 When the Contract allows alternate Work methods which serve to delete or create 8 under -runs in COA DBE Work then the Prime Contractor must provide 9 documentation of negotiating the change with the DBE that was to perform the 10 reduced Work and demonstrate a GFE to substitute other DBE COA participation. 11 12 Original Quantity Under runs 13 In the event that Work committed to a DBE firm as part of the COA under runs the 14 original planned quantities the Prime Contractor shall demonstrate a GFE to 15 substitute other DBE COA participation. 16 17 Contractor- Initiated Proposals -- General 18 The Contractor cannot reduce the amount of work committed to a DBE firm at 19 contract award without good cause and only with written concurrence from the 20 OEO. Reducing a COA DBE's Work is viewed as a partial DBE termination, subject to 21 the procedures below. 22 23 DBE Termination 24 A COA DBE Subcontractor may only be terminated in whole or part with the 25 approval of the Contracting Agency (in coordination with OEO). Approval will be 26 granted provided the Prime Contractor demonstrates that the termination is based 27 on good cause. 28 29 Good cause typically includes situations where the DBE Subcontractor is unable or 30 has failed to perform the work of its subcontract in accordance with normal industry 31 standards. While not all inclusive, some examples of good cause include the 32 following circumstances: 33 34 Good cause may exist if: 35 36 0 The listed DBE Subcontractor fails or refuses to execute a written 37 contract. 38 39 0 The listed DBE Subcontractor fails or refuses to perform the work of its 40 subcontract in a way consistent with normal industry standards. 41 42 0 The listed DBE Subcontractor fails or refuses to meet the Prime 43 Contractor's reasonable, nondiscriminatory bond requirements. 44 45 0 The listed DBE Subcontractor becomes bankrupt, insolvent, or exhibits 46 credit unworthiness. 47 48 0 The listed DBE Subcontractor is ineligible to work on public works 49 projects because of suspension and debarment proceedings pursuant 2 50 CFR Parts 180, 215 and 1,200 or applicable state law. 51 City of Federal Way RFB # 14 -102 S 3201" Street Preservation Project Page 37 2014 RFB ver. 1 -08 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 Subcontractor shall have five (5) days to respond to the prime Contractor's notice. The DBE's response shall either support the termination or advise the Contracting Agency and the Prime Contractor of the reasons it objects to the termination of its subcontract. When a COA DBE firm is "terminated" from a Contract (or fails to complete its Subcontract for any reason), the Prime Contractor shall make every good faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)). Graduation When a DBE firm "graduates" from the DBE program (during the course of an executed subcontract), the DBE participation of that firm "may" continue to count towards the contract DBE goal. Decertification When a COA DBE firm who has a signed subcontract in place with a Prime, later becomes "decertified" (during the course of that subcontract) — the DBE participation of that firm "may" continue to count towards the Contract DBE goal. Counting payments Payments to a DBE firm will count toward DBE goals only if the participation is in accordance with these specifications. Prompt Payment City of Federal Way RFB # 14 -102 S 320'x' Street Preservation Project Page 38 2014 RFB ver. 1 -08 • 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 Subcontractor shall have five (5) days to respond to the prime Contractor's notice. The DBE's response shall either support the termination or advise the Contracting Agency and the Prime Contractor of the reasons it objects to the termination of its subcontract. When a COA DBE firm is "terminated" from a Contract (or fails to complete its Subcontract for any reason), the Prime Contractor shall make every good faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)). Graduation When a DBE firm "graduates" from the DBE program (during the course of an executed subcontract), the DBE participation of that firm "may" continue to count towards the contract DBE goal. Decertification When a COA DBE firm who has a signed subcontract in place with a Prime, later becomes "decertified" (during the course of that subcontract) — the DBE participation of that firm "may" continue to count towards the Contract DBE goal. Counting payments Payments to a DBE firm will count toward DBE goals only if the participation is in accordance with these specifications. Prompt Payment City of Federal Way RFB # 14 -102 S 320'x' Street Preservation Project Page 38 2014 RFB ver. 1 -08 1 Prompt payment to all Subcontractors shall be in accordance with Section 1- 08.1(1) 2 of these Contract special provisions. 3 4 Payment 5 Compensation for all costs involved with complying with the conditions of this 6 specification and any other associated DBE requirements is included in payment for 7 the associated Contract items of Work. 8 9 Damages for Noncompliance 10 The Prime Contractor shall not discriminate on the basis of race, color, national 11 origin, or sex in the performance of this Contract. The Prime Contractor shall carry 12 out applicable requirements of 49 CFR Part 26 in the award and administration of 13 Contracts, which contain funding assistance from the United States Department of 14 Transportation. Failure by the Prime Contractor to carry out these requirements is a 15 material breach of this Contract, which may result in the Termination of this 16 Contract or such other remedy as the Contracting Agency deems appropriate. 17 18 If the Prime Contractor does not comply with any part of its Contract as required 19 under 49 CFR part 26, and /or any other applicable law or regulation regarding DBE, 20 the Contracting Agency may withhold payment, suspend the ability of the Prime 21 Contractor to participate in future Contracting Agency contracts, impose sanctions 22 or Terminate the Contract, and subject the Prime Contractor to civil penalties of up 23 to ten percent of the amount of the Contract for each violation. In the case of 24 WSDOT Contracts, prequalification may be suspended pursuant to WAC 468 -16- 25 180, and continuous violations (exceeding a single violation) may also disqualify the 26 Prime Contractor from further participation in WSDOT Contracts for a period of up 27 to three years. 28 29 An apparent low Bidder must be in compliance with these Contract Provisions as a 30 condition precedent to the granting of a notice of award by the Contracting Agency. 31 The Prime Contractor is entitled to request an adjudicative proceeding with respect 32 to the Contracting Agency's determination of Contract violation and assessed 33 penalties by filing a written application within thirty days of receipt of notification. 34 The adjudicative proceeding, if requested, will be conducted by an administrative 35 law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of 36 the Washington Administrative Code. 37 38 1 -07.12 Federal Agency Inspection 39 40 Section 1 -07.11 is supplemented with the following: 41 42 (July 30, 2012) 43 Required Federa /Aid Provisions 44 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised 45 May 1, 2012 supersede any conflicting provisions of the Standard Specifications and are 46 made a part of this Contract; provided, however, that if any of the provisions of FHWA 47 1273 are less restrictive than Washington State Law, then the Washington State Law shall 48 prevail. 49 50 The provisions of FHWA 1273 included in this Contract require that the Contractor insert 51 the FHWA 1273 in each Subcontract, together with the wage rates which are part of the City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 39 2014 ' RFB ver. 1 -08 1 FHWA 1273. Also, a clause shall be included in each Subcontract requiring the 2 Subcontractors to insert the FHWA 1273 thereto in any lower tier Subcontracts, together 3 with the wage rates. The Contractor shall also ensure that this section, REQUIRED 4 FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower 5 tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor 6 will be provided with extra copies of the FHWA 1273, the applicable wage rates, and this 7 Special Provision. 8 9 1 -07.13 Contractor's Responsibility for Work 10 11 1- 07.13(4) Repair of Damage 12 Section 1- 07.13(4) is revised to read: 13 14 (August 6, 2001) 15 The Contractor shall promptly repair all damage to either temporary or permanent work as 16 directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 17 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment 18 will be limited to repair of damaged work only. No payment will be made for delay or 19 disruption of work. 20 21 22 1 -07.15 Temporary Water Pollution/ Erosion Control 23 24 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan 25 26 Payment for developing the SPCC plan as specified in Section 1- 07.15(1) of the Standard 27 Specifications will be by lump sum. 28 29 1 -07.16 Protection and Restoration of Property 30 31 1- 07.16(1) Private /Public Property 32 33 Section 1- 07.16(1) is supplemented with the following: 34 35 () 36 The Contractor shall protect private or public property on or in the vicinity of the work site. 37 He shall ensure that it is not removed, damaged, destroyed, or prevented from being used 38 unless the contract so specifies. The Contractor shall not trespass upon private property 39 and shall be responsible for all injury or damage to persons or property, directly or 40 indirectly, resulting from his operations in completing this Work. He shall comply with the 41 laws and regulations of the Owner, County, and State and Federal governments, relating to 42 the safety of persons and property, and will be held responsible for and required to make 43 good any injury or damage to persons or property caused by carelessness or neglect on the 44 part of the Contractor or subcontractor(s), or any agent or employee of either during the 45 progress of the Work and until its final acceptance. 46 47 Property includes land, utilities, trees, landscaping, improvements legally on the 48 right -of -way, markers, monuments, buildings, structures, pipe, conduit, sewer or water , 49 lines, signs, and other property of all description whether shown on the Plans or not. 50 City of Federal Way S 320'h Street Preservation Project Page 40 RFB ver. 1 -08 RFB # 14 -102 2014 , 1 If the Engineer requests in writing, or if otherwise necessary, the Contractor shall at his 2 expense install protection, acceptable to the Engineer, for property such as that listed in 3 the previous paragraph. The Contractor is responsible for locating all property that is 4 subject to damage by his operation. 5 6 If the Contractor (or his agents /employees) damage, destroy, or interfere with the use of 7 such property, he shall restore it to original condition at his expense. He shall also halt any 8 interference with the property's use. The Engineer may have such property restored by 9 other means and subtract the cost from money that will be or is due the Contractor if he 10 refuses or does not respond immediately. 11 12 The Contractor shall restore to a condition equal to the original condition improvements 13 such as pavements, driveways, gravel shoulders, ditches, culverts, curb, curb and gutter, 14 sidewalks, fences, pavement markings, mailboxes, traffic signs, traffic signal loops, 15 landscaping, public and private utilities etc., which are damaged or removed (and not 16 indicated to be removed) during construction, whether shown on the plans or not. 17 18 All existing survey monuments and property corner markers shall be protected from 19 movement by the Contractor. All existing markers and /or monuments that must be 20 removed for construction purposes are to be referenced by survey ties and then replaced 21 by a professional land surveyor registered in the State of Washington. All existing property 22 corner markers disturbed or removed by the Contractor's operations which, in the opinion 23 of the Engineer, were not required to be removed for construction purposes shall be 24 replaced at the Contractor's own expense by a Professional Land Surveyor registered in the 25 State of Washington. Any of these monuments damaged must be reset to second order, 26 first class specifications. 27 28 Sprinkler irrigation systems found to encroach within the limits of improvements shall be 29 modified as necessary to ensure satisfactory operation upon completion of the 30 improvements. This work will include, but not be limited to, cutting and capping existing 31 pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and 32 testing of the system. All work shall be done in conformance to acceptable standards. This 33 shall be incidental to the contract. 34 35 The Contractor shall contact the owners of any ditches, irrigation lines and appurtenances 36 which interfere with the Work. The Contractor shall be liable for any damage due to 37 irrigation facilities damaged by his operations and shall repair such damaged facilities to an 38 "equal or better than" original condition. 39 40 1- 07.16(2) Vegetation Protection and Restoration 41 Section 1- 07.16(2) is supplemented with the following: 42 43 (August 2, 2010) 44 Vegetation and soil protection zones for trees shall extend out from the trunk to a distance 45 of 1 foot radius for each inch of trunk diameter at breast height. 46 47 Vegetation and soil protection zones for shrubs shall extend out from the stems at ground 48 level to twice the radius of the shrub. 49 50 Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass 51 the diameter of the plant as measured from the outer edge of the plant. City of Federal Way RFB # 14 -102 ' S 320°i Street Preservation Project Page 41 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 48 49 50 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Comcast 4020 Auburn Way N Auburn, WA 98002 Attn: Mike Violette Telephone: (253) 261 -1409 Centuryl-ink 2310 S. 84th, Suite 18 Lakewood, WA 98499 Attn: Tonna Baruso Telephone: (253) 372 -5360 Lakehaven Utility District 31627 First Ave South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: (253) 946 -5440 Puget Sound Energy (Gas) 3130 S. 38th Street Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: (253) 476 -6304 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Dennis Booth Telephone: (253) 606 -4787 King County Traffic Operation 155 Monroe Ave NE Renton, WA 98056 Attn: Mark Parrett Telephone: (206) 296 -8152 1 -07.18 Public Liability And Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Insurance (January 24, 2011 APWA GSP) 1- 07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and /or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). City of Federal Way S 320'h Street Preservation Project Page 42 RFB ver. 1 -08 RFB # 14 -102 2014 26 I. 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers 42 The above - listed entities shall be additional insured(s) for the full available limits of liability 43 maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of 44 whether such limits maintained by the Contractor are greater than those required by this 45 Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor 46 pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. '47 48 1- 07.18(3) Subcontractors 49 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a 50 minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)6. Upon request of the ' 51 Contracting Agency, the Contractor shall provide evidence of such insurance. City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 43 2014 RFB ver. 1-08 1 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 2 subsequent renewals, shall be no later than the effective date of this Contract. The policy ' 3 shall state that coverage is claims made, and state the retroactive date. Claims -made form 4 coverage shall be maintained by the Contractor for a minimum of 36 months following the 5 Final Completion or earlier termination of this Contract, and the Contractor shall annually ' 6 provide the Contracting Agency with proof of renewal. If renewal of the claims made form 7 of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase 8 an extended reporting period C' tail) or execute another form of guarantee acceptable to ' 9 the Contracting Agency to assure financial responsibility for liability for services performed. 10 D. The insurance policies shall contain a "cross liability" provision. '11 12 13 E. The Contractor's and all Subcontractors' insurance coverage shall be primary and non- 14 contributory insurance as respects the Contracting Agency's insurance, self - insurance, or ' 15 insurance pool coverage. 16 17 18 F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. 19 ' 20 21 G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). 22 23 H. The Contractor shall not begin work under the Contract until the required insurance has ' 24 been obtained and approved by the Contracting Agency. 25 26 I. 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers 42 The above - listed entities shall be additional insured(s) for the full available limits of liability 43 maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of 44 whether such limits maintained by the Contractor are greater than those required by this 45 Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor 46 pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. '47 48 1- 07.18(3) Subcontractors 49 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a 50 minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)6. Upon request of the ' 51 Contracting Agency, the Contractor shall provide evidence of such insurance. City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 43 2014 RFB ver. 1-08 1 2 1- 07.18(4) Evidence of Insurance 3 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 4 endorsements for each policy of insurance meeting the requirements set forth herein when the 5 Contractor delivers the signed Contract for the work. The certificate and endorsements must 6 conform to the following requirements: 7 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 8 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 9 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit 10 a copy of any blanket additional insured clause from its policies instead of a separate 11 endorsement. A statement of additional insured status on an ACORD Certificate of 12 Insurance shall not satisfy this requirement. 13 3. Any other amendatory endorsements to show the coverage required herein. 14 15 1- 07.18(5) Coverages and Limits 16 The insurance shall provide the minimum coverages and limits set forth below. Providing 17 coverage in these stated minimum limits shall not be construed to relieve the Contractor from 18 liability in excess of such limits. All deductibles and self - insured retentions must be disclosed 19 and are subject to approval by the Contracting Agency. The cost of any claim payments falling 20 within the deductible shall be the responsibility of the Contractor. 21 22 1- 07.18(5)A Commercial General Liability 23 A policy of Commercial General Liability Insurance, including: 24 25 Per project aggregate 26 Premises /Operations Liability 27 Products /Completed Operations — for a period of one year following final acceptance of the 28 work. 29 Personal /Advertising Injury 30 Contractual Liability 31 Independent Contractors Liability 32 Stop Gap / Employers' Liability 33 Explosion, Collapse, or Underground Property Damage (XCU) 34 Blasting (only required when the Contractor's work under this Contract includes exposures 35 to which this specified coverage responds) 36 37 Such policy must provide the following minimum limits: 38 $5,000,000 Each Occurrence 39 $5,000,000 General Aggregate 40 $1,000,000 Products & Completed Operations Aggregate 41 $1,000,000 Personal & Advertising Injury, each offence 42 43 Stop Gap / Employers' Liability 44 $5,000,000 Each Accident 45 $1,000,000 Disease - Policy Limit 46 $1,000,000 Disease - Each Employee 47 City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 44 2014 RFB ver. 1 -08 1 1- 07.18(5)B Automobile Liability 2 Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 3 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such 4 policy(ies) must provide the following minimum limit: 5 $1,000,000 combined single limit 6 7 1- 07.18(5)C Workers' Compensation 8 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 9 Insurance laws of the state of Washington. 10 11 1- 07.18(5)F Excess or Umbrella Liability 12 (May 10, 2006 APWA GSP) 13 14 The Contractor shall provide Excess or Umbrella Liability coverage at limits of 1 million per 15 occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a 16 minimum, to both the Commercial General and Auto insurance policy coverage. 17 18 This requirement may be satisfied instead through the Contractor's primary Commercial General 19 and Automobile Liability coverage, or any combination thereof. 20 21 1- 07.18(5)G Pollution Liability 22 (May 10, 2006 APWA GSP) 23 24 The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving 25 bodily injury, property damage (including loss of use of tangible property that has not been 26 physically injured), cleanup costs, remediation, disposal or other handling of pollutants, 27 including costs and expenses incurred in the investigation, defense, or settlement of claims 28 arising out of: 29 • Contractor's operations related to this project; and /or 30 • Remediation, abatement, repair, maintenance or other work with lead -based paint or 31 materials containing asbestos; and /or 32 • Transportation of hazardous materials away from any site related to this project. 33 34 Such Pollution Liability policy shall provide the following minimum coverage: 35 $1,000,000.00 each loss and annual aggregate. 36 37 1- 07.18(5)H Professional Liability 38 (May 10, 2006 APWA G5P) 39 40 The Contractor and /or its Subcontractor and /or its design consultant providing construction 41 management, value engineering, or any other design - related non - construction professional 42 services shall provide evidence of Professional Liability insurance covering professional errors 43 and omissions. Such policy must provide the following minimum limits: $1,000,000.00 per Claim 44 45 If the scope of such design - related professional services includes work related to pollution 46 conditions, the Professional Liability insurance shall include Pollution Liability coverage. 47 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 45 2014 RFB ver. 1 -08 1 If insurance is on a claims made form, its retroactive date, and that of all subsequent renewals, 2 shall be no later than the effective date of this Contract. 3 4 1 -07.23 Public Convenience and Safety 5 6 1- 07.23(1) Construction Under Traffic 7 8 Section 1- 07.23(1) is supplemented with the following: 9 10 Revise the second paragraph to read: 11 12 To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass 13 through the work with the least possible inconvenience or delay. The Contractor shall 14 maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them 15 open, and in good, clean, safe condition at all times. Deficiencies caused by the 16 Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not 17 caused by the Contractor's operations shall be repaired by the Contractor when directed by 18 the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain 19 roads, streets, sidewalks, and paths adjacent to the project limits when affected by the 20 Contractor's operations. Snow and ice control will be performed by the Contracting Agency 21 on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's 22 expense. The Contractor shall perform the following: 23 1. Remove or repair any condition resulting from the work that might impede traffic or 24 create a hazard. 25 2. Keep existing traffic signal and highway lighting systems in operation as the work 26 proceeds. (The Contracting Agency will continue the route maintenance on such I 27 system.) 28 3. Maintain the striping on the roadway at the Contracting Agency's expense. The 29 Contractor shall be responsible for scheduling when to renew striping, subject to the 30 approval of the Engineer. When the scope of the project does not require work on 31 the roadway, the Contracting Agency will be responsible for maintaining the striping. 32 4. Maintain existing permanent signing. Repair of signs will be at the Contracting 33 Agency's expense, except those damaged due to the Contractor's operations. 34 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing 35 drainage structures will be at the Contracting Agency's expense when approved by 36 the Engineer, except when flow is impaired due to the Contractor's operations. 37 38 (January 2, 2012) 39 Work Zone Clear Zone 40 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. 41 The WZCZ applies only to temporary roadside objects introduced by the 42 Contractor's operations and does not apply to preexisting conditions or permanent 43 Work. Those work operations that are actively in progress shall be in accordance 44 with adopted and approved Traffic Control Plans, and other contract requirements. 45 46 During nonworking hours equipment or materials shall not be within the WZCZ 47 unless they are protected by permanent guardrail or temporary concrete barrier. 48 The use of temporary concrete barrier shall be permitted only if the Engineer 49 approves the installation and location. 50 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 46 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 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 1 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 (not allowed): Location Type From To S 320th Street Eastbound One lane closure 9 :00 am 4:00 pm In one direction only S 320th Street Westbound One lane closure 7 :00 am 3:00 pm In one direction only S 320th Street Eastbound One lane in each direction 9 :00 pm 6:00 am Open to traffic at all times S 320th Street Westbound One lane in each direction 9:00 pm 6:00 am Open to traffic at all times All work outside the time listed in the above tables, must have all lanes open to traffic. If the Engineer determines the permitted Engineer may adjust the hours accordingly. writing of any change in the closure hours. closure hours adversely affect traffic, the The Engineer will notify the Contractor in 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 RFB # 14 -102 ' S 320'h Street Preservation Project Page 47 2014 RFB ver. 1 -08 1 (February 14, 2005 NWR) 2 Signs and Traffic Control Devices 3 All signs and traffic control devices for the permitted closures shall only be installed 4 during the specified hours. Construction signs, if placed earlier thane the specified 5 hours of closure, shall be turned or covered so as not to be visible to motorists. 6 7 Hours of Darkness 8 The Contractor shall, at no additional cost to the Contracting Agency, make all 9 arrangements for operations during hours of darkness. Flagger stations shall be 10 illuminated using a minimum 150 -watt floodlight. 11 12 Lighting used for nighttime work shall, whenever possible, be directed away from, or 13 shielded from, residences and oncoming traffic. 14 15 () 16 Night Work 17 Working at night (9:00 p.m. to 6:00 a.m. weekdays, 10:00 p.m. to 9:00 a.m. 18 weekends and holidays) is required for planing, pavement repair, paving and striping 19 operations. Should the Contractor schedule project work during the nighttime closure 20 hours allowed below, it shall be the Contractor's responsibility to obtain permission for 21 such work as required in section 1- 08.0(2) Hours of Work. 22 23 (March 7, 2005NWR) 24 Signal Turn -On 25 Signal turn -on for new or rebuilt control equipment will be permitted Monday through 26 Thursday, between 9:00 PM and 5:00 AM the same day. 27 28 (March 7, 2005NWR) 29 During signal turn -on, the Contracting Agency will provide City of Federal Way police 30 officer(s) to manually, control intersections. 31 32 1 -07.24 Rights of Way 33 (October 1, 2005APWA GSP) 34 35 Delete this section in its entirety, and replace it with the following: 36 37 Street right of way lines, limits of easements, and limits of construction permits are 38 indicated in the Plans. The Contractor's construction activities shall be confined within these 39 limits, unless arrangements for use of private property are made. 40 41 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way 42 and easements, both permanent and temporary, necessary for carrying out the work. 43 Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's 44 attention by a duly issued Addendum. 45 46 Whenever any of the work is accomplished on or through property other than public right of 47 way, the Contractor shall meet and fulfill all covenants and stipulations of any easement 48 agreement obtained by the Contracting Agency from the owner of the private property. 49 Copies of the easement agreements may be included in the Contract Provisions or made 50 available to the Contractor as soon as practical after they have been obtained by the 51 Engineer. 52 City of Federal Way RFB # 14 -102 S 3206' Street Preservation Project Page 48 2014 RFB ver. 1 -08 1 Whenever easements or rights of entry have not been acquired prior to advertising, these 2 areas are so noted in the Plans. The Contractor shall not proceed with any portion of the 3 work in areas where right of way, easements or rights of entry have not been acquired until 4 the Engineer certifies to the Contractor that the right of way or easement is available or that ' 5 the right of entry has been received. If the Contractor is delayed due to acts of omission on 6 the part of the Contracting Agency in obtaining easements, rights of entry or right of way, 7 the Contractor will be entitled to an extension of time. The Contractor agrees that such t 8 delay shall not be a breach of contract. 9 10 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This ' 11 includes entry onto easements and private property where private improvements must be 12 adjusted. 13 14 The Contractor shall be responsible for providing, without expense or liability to the ' 15 Contracting Agency, any additional land and access thereto that the Contractor may desire 16 for temporary construction facilities, storage of materials, or other Contractor needs. 17 However, before using any private property, whether adjoining the work or not, the 18 Contractor shall file with the Engineer a written permission of the private property owner, 19 and, upon vacating the premises, a written release from the property owner of each 20 property disturbed or otherwise interfered with by reasons of construction pursued under ' 21 this contract. The statement shall be signed by the private property owner, or proper 22 authority acting for the owner of the private property affected, stating that permission has 23 been granted to use the property and all necessary permits have been obtained or, in the ' 24 case of a release, that the restoration of the property has been satisfactorily accomplished. 25 The statement shall include the parcel number, address, and date of signature. Written 26 releases must be filed with the Engineer before the Completion Date will be established. ' 27 28 Add the following new section: ' 29 1 -07.28 Communication with Businesses and Property Owners 30 (January 11, 2014 * * * * * *) ' . 31 The Contractor will be responsible for communicating all work activities with the property 32 owners. The Contractor, along with the City's inspector, shall have one formal meeting with 33 the managers of the business corridor. It will be the Contractor's responsibility to initiate ' 34 and set up the meeting. 35 36 Thereafter, the Contractor shall keep the businesses informed of their general locations and ' 37 activities for the upcoming two (2) months by distributing a monthly status /schedule memo 38 to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. 1 -08 Prosecution and Progress Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 49 2014 RFB ver. 1 -08 2 1- 08.0(1) Preconstruction Conference 3 (October 10, 2008 APWA GSP) 4 5 Prior to the Contractor beginning the work, a preconstruction conference will be held 6 between the Contractor, the Engineer and such other interested parties as may be invited. 7 The purpose of the preconstruction conference will be: 8 1. To review the initial progress schedule; 9 2. To establish a working understanding among the various parties associated or affected 10 by the work; 11 3. To establish and review procedures for progress payment, notifications, approvals, 12 submittals, etc.; 13 4. To establish normal working hours for the work; 14 5. To review safety standards and traffic control; and 15 6. To discuss such other related items as may be pertinent to the work. 16 17 The Contractor shall prepare and submit at the preconstruction conference the following: 18 1. A breakdown of all lump sum items; 19 2. A preliminary schedule of working drawing submittals; and 20 3. A list of material sources for approval if applicable. 21 22 1- 08.0(2) Hours of Work 23 (March 8, 2013 APWA GSP) 24 25 Except in the case of emergency or unless otherwise approved by the Contracting Agency, 26 the normal straight time working hours for the Contract shall be any consecutive 8 -hour 27 period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch 28 break and a 5 -day work week. The normal straight time 8 -hour working period for the 29 Contract shall be established at the preconstruction conference or prior to the Contractor 30 commencing the work. 31 32 Written permission from the Engineer is required, if a Contractor desires to perform work on 33 holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer 34 than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for 35 such permission, no later than noon on the working day prior to the day for which the 36 Contractor is requesting permission to work. 37 38 Permission to work between the hours of 9:00 p.m. and 6:00 a.m. during weekdays and 39 between the hours of 9:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject 40 to noise control requirements. Approval to continue work during these hours may be 41 revoked at any time the Contractor exceeds the Contracting Agency's noise control 42 regulations or complaints are received from the public or adjoining property owners 43 regarding the noise from the Contractor's operations. The Contractor shall have no claim 44 for damages or delays should such permission be revoked for these reasons. 45 46 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal 47 straight time working hours Monday through Friday may be given subject to certain other 48 conditions set forth by the Contracting Agency or Engineer. These conditions may include 49 but are not limited to: City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 50 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 48 49 • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24 -hour period. 1 -08.1 Prosecution and Progress 1 -08.1 Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. 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 the Engineer: 1. Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1- 08.1(1)Subcontract Completion and Return of Retainage Witheld Section 1- 08.1(1) is revised to read: (June 27, 2011) The following procedures shall apply to all subcontracts entered into as a part of this Contract: City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 51 2014 RFB ver. 1 -08 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor ' not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by.the Subcontractor, to the extent of each Subcontractor's interest therein. ■ 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed ' when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements ' may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. 1 -08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time City of Federal Way S 320`b Street Preservation Project Page 52 RFB ver. 1 -08 RFB # 14 -102 2014 I specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor 2 shall not relieve the Contractor of the responsibility to complete the work within the time(s) 3 specified in the Contract. 4 5 When shown in the Plans, the first order of work shall be the installation of high visibility 6 fencing to delineate all areas for protection or restoration, as described in the Contract. 7 Installation of high visibility fencing adjacent to the roadway shall occur after the placement 8 of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon 9 construction of the fencing, the Contractor shall request the Engineer to inspect the fence. 10 No other work shall be performed on the site until the Contracting Agency has accepted the 11 installation of high visibility fencing, as described in the Contract. 12 13 1 -08.5 Time for Completion 14 (August 14, 2013 APWA GSP, Option A) 15 16 Revise the third and fourth paragraphs to read: 17 18 Contract time shall begin on the first working day following the Notice to Proceed Date. 19 20 Each working day shall be charged to the contract as it occurs, until the contract work is 21 physically complete. If substantial completion has been granted and all the authorized 22 working days have been used, charging of working days will cease. Each week the 23 Engineer will provide the Contractor a statement that shows the number of working days: 24 (1) charged to the contract the week before; (2) specified for the physical completion of the 25 contract; and (3) remaining for the physical completion of the contract. The statement will 26 also show the nonworking days and any partial or whole day the Engineer declares as 27 unworkable. Within 10 calendar days after the date of each statement, the Contractor shall 28 file a written protest of any alleged discrepancies in it. To be considered by the Engineer, 29 the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and 30 amount of time disputed. By not filing such detailed protest in that period, the Contractor 31 shall be deemed as having accepted the statement as correct. If the Contractor is improved 32 to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week 33 in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth 34 day of that week will be charged as a working day whether or not the Contractor works on 35 that day.. 36 37 Revise the sixth paragraph to read: 38 39 The Engineer will give the Contractor written notice of the completion date of the contract 40 after all the Contractor's obligations under the contract have been performed by the 41 Contractor. The following events must occur before the Completion Date can be 42 established: 43 1. The physical work on the project must be complete; and 44 2. The Contractor must furnish all documentation required by the contract and required by 45 law, to allow the Contracting Agency to process final acceptance of the contract. The 46 following documents must be received by the Project Engineer prior to establishing a 47 completion date: 48 a. Certified Payrolls (per Section 1- 07.9(5)). 49 b. Material Acceptance Certification Documents City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 53 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 48 49 50 c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. Property owner releases per Section 1- 07.24. (January 11, 2014) This project shall be physically completed within 60 working days 1 -08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the 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. 1 -09 Measurement and Payment 1 -09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.7 Mobilization (January 11, 2014 * * * * *) Section 1 -09.7 is supplemented with the following: The Contractor shall arrange and provide the construction equipment staging area. This area must be approved by the City of Federal Way, Community Development Department. Sites chosen near residential properties can expect severe restrictions on noise and allowable work hours. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 54 2014 RFB ver. 1 -08 1 Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and 2 other general operations shall be the responsibility of the Contractor. All costs associated 3 with securing sites shall be included in the bid item "Mobilization" and no other 4 compensation will be made for this item. The Contractor will provide City with copy(s) 5 agreement(s). 6 7 Payment is made under the following item: 8 9 "Mobilization" per lump sum. 10 11 The lump sum bid price for "Mobilization" shall include, but not be limited to, the following 12 items: the movement of the Contractor's personnel, equipment, supplies, and incidentals to 13 the project site; the establishment of his office, buildings, and other facilities necessary for 14 work on the project; providing sanitary facilities for the Contractor's personnel; obtaining 15 permits or licenses required to complete the project not furnished by the Owner; and other 16 work and operations which must be performed or costs that must be incurred. 17 18 1 -09.9 Payments 19 (March 13, 2012 APWA GSP) 20 21 Delete the first four paragraphs and replace them with the following: 22 23 The basis of payment will be the actual quantities of Work performed according to the 24 Contract and as specified for payment. 25 26 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 27 Preconstruction Conference, to enable the Project Engineer to determine the Work 28 performed on a monthly basis. A breakdown is not required for lump sum items that 29 include a basis for incremental payments as part of the respective Specification. Absent a 30 lump sum breakdown, the Project Engineer will make a determination based on information 31 available. The Project Engineer's determination of the cost of work shall be final. 32 33 Progress payments for completed work and material on hand will be based upon progress 34 estimates prepared by the Engineer. A progress estimate cutoff date will be established at 35 the preconstruction conference. 36 37 The initial progress estimate will be made not later than 30 days after the Contractor 38 commences the work, and successive progress estimates will be made every month 39 thereafter until the Completion Date. Progress estimates made during progress of the work 40 are tentative, and made only for the purpose of determining progress payments. The 41 progress estimates are subject to change at any time prior to the calculation of the final 42 payment. 43 44 The value of the progress estimate will be the sum of the following: 45 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 46 work completed multiplied by the unit price. 47 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum 48 breakdown for that item, or absent such a breakdown, based on the Engineer's 49 determination. City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 55 2014 RFB ver. 1 -08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1 -05.1. 1- 09.9(1) Retainage Section 1- 09.9(1) content and title is deleted and replaced with the following: (June 27, 2011) Vacant 1 -10 Temporary Traffic Control 1 -10.1 General Section 1 -10.1 is supplemented with the following: If the Contractor opts to utilize traffic control plans other than those provided in these Contract Documents, the Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: • Stop bar locations with station and offset to verify safety of intersection turning radius for vehicles. • Minimum lane widths provided for vehicular travel. • Turn pocket length, gap. And tapers in conformance with the City of Federal Way Standard Detail DWG 3 -19A, and WSDOT standard plans. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Business Open During Construction Signs City of Federal Way S 3201h Street Preservation Project Page 56 RFB ver. 1 -08 RFB # 14 -102 2014 1 Business Open During Construction Signs shall be considered Construction Signs Class A. 2 The Contractor shall provide a minimum of twenty (20) for the project. The Business Open 3 During Construction signs shall be per the detail in the plans. 4 5 City of Federal Way Project Signs 6 7 City of Federal Way Project signs shall be considered Construction Signs Class A. The 8 Contractor shall provide four (2) project signs per the standard detail within the appendix. 9 10 Supplement with the following: 11 12 Traffic control and maintenance for the safety of the traveling public on this project shall be 13 the sole responsibility of the Contractor and all methods and equipment used will be subject 14 to the approval of the Owner. 15 16 1 -10.2 Traffic Control Management 17 18 1- 10.2(1) General 19 20 Section 1- 10.2(1) is supplemented with the following: 21 22 (December 1, 2008) 23 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in 24 the State of Washington. The Traffic Control Supervisor shall be certified by one of the 25 following: 26 27 The Northwest Laborers - Employers Training Trust 28 27055 Ohio Ave. 29 Kingston, WA 98346 30 (360) 297 -3035 31 32 Evergreen Safety Council 33 401 Pontius Ave. N. 34 Seattle, WA 98109 35 1- 800 - 521 -0778 or 36 (206) 382 -4090 37 38 The American Traffic Safety Services Association 39 15 Riverside Parkway, Suite 100 40 Fredericksburg, Virginia 22406 -1022 41 Training Dept. Toll Free (877) 642 -4637 42 Phone: (540) 368 -1701 43 44 1- 10.2(2) Traffic Control Plans 45 Section 1- 10.2(2) is supplemented with the following: 46 The following minimum Traffic Control requirements shall be maintained during the 47 construction of the project: 48 The Contractor shall maintain continuous two -way traffic along streets throughout the 49 project site. The Contractor shall have the option, with the approval of the Engineer, of 50 momentarily interrupting the continuous two -way traffic to allow one -way traffic. Such City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 57 2014 RFB ver. 1 -08 1 interruptions shall utilize qualified flaggers placed in strategic locations to insure the 2 public safety and minimize driver confusion. A momentary interruption shall be defined 3 as a period of time not to exceed two (2) minutes. Regardless of the period of time no 4 queue greater than ten (10) cars in length will be allowed. 5 • The Contractor shall be responsible for notifying all affected property owners prior to 6 commencing the barricading of streets, sidewalks and driveways. 7 • All business driveways shall remain open except as necessary to permit curing of 8 construction materials or for short periods of time as required for excavations. However, 9 at least one (1) driveway per business shall remain open to vehicular traffic at all times 10 unless otherwise approved by the Engineer and affected property owner in writing. If a 11 business has only one driveway, then that driveway must be constructed one -half at a 12 time to allow the passage of vehicles. The amount of time that a driveway can be closed 13 will be limited. Business owners shall be notified in writing at least 48 hours in advance 14 of any planned driveway closures. 15 • Signs and barricades shall be supplemented by lanterns or flasher units during the hours 16 of darkness. 17 • Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic 18 during the life of this contract shall be placed by the Contractor immediately upon 19 request by the Engineer. In addition, cuts made in the traveled lanes or on walkways 20 that are paved will be temporarily patched with hot mix and maintained daily until such 21 time as a permanent patch can be made. Payment for crushed surfacing, gravel and 22 asphalt will be paid at their respective bid items, as included in the contract. 23 • Detours will not be allowed except as noted herein or Section 1- 07.23(2) as amended. 24 • Drivers of motor vehicles used in connection with the construction shall obey traffic rules 25 posted for such location in the same manner and under the same restrictions as 26 provided for the drivers of private vehicles. 27 • The Contractor shall, at all times throughout the project, conduct the work in such a 28 manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as 29 possible. The streets, sidewalks and private driveways shall be kept open by the 30 Contractor except for the brief periods when actual work is being done. The Contractor 31 shall so conduct his operations so as to have under construction no greater length or 32 amount of work than he can prosecute vigorously and he shall not open up sections of 33 the work and leave them in an unfinished condition. See Section 1- 07.23(1) for 34 additional driveway closure requirements. 35 The Contractor shall provide traffic cones, barricades and drums, with warning lights in 36 sufficient number and in good condition as required to protect the work and the public 37 throughout the length of the job. Traffic Safety Drums with flashers in addition to 38 temporary striping will be used to channelize traffic through construction zones. 39 Opposing lanes of traffic will be separated by pylons when clearance for drums is not 40 adequate. All signing and channelization shall be per current MUTCD standards. 41 Temporary paint striping, reflective marking tape, and /or retroreflective tubular markers 42 shall be required for each shift of traffic control. The Contractor shall provide temporary 43 striping, reflective marking tape, and /or retroreflective tubular markers as required at 44 the direction of the Engineer. Paint, reflective marking tape, and /or retroreflective 45 tubular markers used for temporary striping shall meet the requirement of Section 8 -23 46 of these Special Provisions. 47 The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, 48 tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed 49 by the preparer. 50 51 Special Conditions 52 City of Federal Way RFB # 14 -102 S 320'' Street Preservation Project Page 58 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 48 49 50 South 3201h Street Traffic Requirements • One lane of traffic may be closed at a time between the hours of 9:00 a.m to 4:00 p.m eastbound, or 7:00 a.m to 3:00 p.m westbound. • Except as noted above, no lane closures are allowed between the hours of 6:00 a.m to 7:00 a.m and 3:00 p.m to 9:00 p.m on weekdays. • Left turn lanes shall remain open at all times. • All business accesses will remain open during business hours. • Pedestrians must have access to pedestrian push buttons at all times. • The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at all times. • Bus stops shall remain ADA accessible to pedestrians at all times throughout the project. 1 -10.3 Traffic Control Labor, Procedures and Devices 1- 10.3(1) Traffic Control Labor Section 1- 10.3(1) is supplemented with the following: 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. Off Duty Uniformed Police Officer will be required only when the signal system is in flashing mode or is not operational or otherwise approved by the project engineer. 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 II Devices Type I & II Barricades Manufacturer WLI Industries Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal City of Federal Way S 3201h Street Preservation Project RFB ver. 1 -08 Model Number Safety Cade Type II Unicade Waffle Barricade Type II Plywood or Plastic Panel Type I & II Barricades RFB # 14 -102 Page 59 2014 Plasticade Products Plasticade Products Dicke Tool Company TrafFix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex- O -Lite 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. 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 Type I & II Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number 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. Sian Sq. Ft. Max. Sign Sq. R. 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. City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 60 2014 RFB ver. 1 -08 1 Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: 2 3 All signs required by the approved traffic control plan(s) as well as any other appropriate 4 signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor 5 shall provide the posts or supports and erect and maintain the signs in a clean, neat, 6 and presentable condition until the necessity for them has ceased. All non - applicable 7 signs shall be removed or completely covered with metal, plywood, or an Engineer 8 approved product specifically manufactured for sign covering during periods when they 9 are not needed. When the need for these signs has ceased, the Contractor upon 10 approval of the Engineer, shall remove all signs, posts, and supports from the project 11 and they shall remain the property of the Contractor. 12 All orange background signs shall utilize materials, and be fabricated in accordance with, 13 Section 9 -28. All new orange background signs and all W20 -7a "Flagger Ahead" signs 14 shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. 15 All post mounted signs with Type IV or VII sheeting shall use a nylon washer between 16 the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. 17 There shall be no intermixing of signs with non - fluorescent orange reflective sign 18 sheeting and signs with fluorescent orange reflective sign sheeting on the same sign 19 post. 20 Construction signs will be divided into two classes. Class A construction signs are those 21 signs that remain in service throughout the construction or during a major phase of the 22 work. They are mounted on posts, existing fixed structures, or substantial supports of a 23 semi - permanent nature. Sign and support installation for Class A signs shall be in 24 accordance with the Contract Plans or the Standard Plans. Class B construction signs 25 are those signs that are placed and removed daily, or are used for short durations which 26 may extend for one or more days. They are mounted on portable or temporary 27 mountings. In the event of disputes, the Engineer will determine if a construction sign 28 is considered as a Class A or B construction sign. 29 If it is necessary to add weight to signs for stability, only a bag of sand that will rupture 30 on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) 31 have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from 32 the ground. 33 Payment for setup and take down of Class B signs will be limited to the labor cost to do 34 the work described in Section 1- 10.3(1), and for transportation described in Section 1- 35 10.3(2). 36 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the 37 Engineer deems to be unacceptable while their use is required on the project, shall be 38 replaced by the Contractor without additional compensation. 39 Traffic Safety Drums shall be used to delineate driveways and access locations to private 40 properties within the work zone. 42 1- 10.3(7) Temporary Pavement Marking 43 Section 1- 10.3(7) is a new section 44 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 61 2014 RFB ver. 1 -08 I All costs in connection with the use of reflective traffic tape as temporary pavement markings 2 shall be incidental to other bid items. 3 4 Description 5 The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint line, 6 RPMs and pavement markings per City of Federal Way Standard Details DWG - 3 -17, DWG - 3- 7 18, and DWG - 3 -19, as shown on the Plans, specified in the Special Provisions for this 8 Contract, or as directed by the Engineer. Temporary pavement markings shall be removed 9 after the installation of permanent lane marking is approved in writing by the Engineer. 10 Materials 11 Materials for temporary pavement markings shall be selected from approved materials listed in 12 the Special Provisions of this Contract. 13 Preliminary Spotting 14 The Contractor is responsible for preliminary spotting (layout work) of the lines before marking 15 begins. The City may provide pavement marking layout work for the Contractor if existing 16 workloads permit, but all costs incurred by the City in providing layout work at the Contractor's 17 request shall be charged to the Contractor. 18 Temporary Pavement Markings 19 Temporary pavement markings shall be installed and maintained by the Contractor whenever 20 permanent pavement markings are included in the Contract and traffic is released onto public 21 streets or roadways prior to installation of permanent pavement markings. The Contractor shall 22 perform preliminary layout work to the satisfaction of the Engineer prior to installation of the 23 temporary pavement markings. The temporary pavement markings shall be installed and 24 maintained to the satisfaction of the Engineer until the permanent pavement markings are 25 installed and approved in writing by the Engineer. After approval of permanent lane markings, 26 the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. 27 28 Appropriately colored 4- inch -wide reflective traffic tape shall be installed with a skip pattern 29 based on a 10 -foot unit consisting of a 1 foot line of tape and a 9 -foot gap, unless otherwise 30 specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape 31 markings shall generally follow the alignment for the permanent pavement markings and double 32 lines shall be used when specified for the permanent pavement markings. Reflective tape shall 33 not be used when the temporary pavement markings are to be exposed to traffic for more than 34 2 weeks without the written approval of the Engineer. 35 36 The Contractor shall provide paint lines per Sections 8 -22 and 9 -34, and RPMs per Sections 8 -09 37 and 9 -21, at the direction of the Engineer for temporary pavement markings for construction 38 staging. Paint lines shall be provided for temporary pavement markings for any conditions not 39 applicable for reflective tape. Paint lines and RPMs for temporary pavement markings shall be 40 paid under "Temporary Pavement Marking" and "Temporary Raised Pavement Markers ". 41 42 1 -10.4 Measurement 43 44 1- 10.4(2) Item Bids with Lump Sum for Incidentals 45 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 62 2014 RFB ver. 1-08 F ' 2 3 4 5 (January 13, 2014 * * * * * *) Section 1- 10.4(2) is supplemented with the following: No specific unit of measurement will apply to the force account item "Off Duty Uniformed Police Officers ". 6 "Flaggers and Spotters" will be measured by the hour. Hours will be measured for each 7 hour that active flagging and /or spotting is required on site, with a minimum of four hours ' 8 each shift. 9 "Traffic Control Supervisor" will be measured by the hour. Hours will be measured for each 10 hour that is required to set up and take down temporary traffic control elements. 11 "Other Traffic Control Labor" will be measured by the hour. 12 No specific unit of measurement will apply to the lump sum item of "Other Temporary 13 Traffic Control" 14 15 "Construction Signs, Class A" will be measured by the square foot of panel area for each 16 sign designated on an approved Traffic Control Plan as Class A or for each construction 17 sign installed as ordered by the Engineer and designated as Class A at the time of the 18 order. Class A signs may be used in more than one location and will be measured for each 19 new installation. 20 "Sequential Arrow Sign" will be measured by the hour for the time that each sign is 21 operating as shown on an approved Traffic Control Plan. 22 "Portable Changeable Message Sign" will be measured by the day for the time that each 23 sign is operating as shown on an approved Traffic Control Plan. 24 1 -10.5 Payment '25 26 "Off Duty Uniformed Police Officer ", per force account. ' 27 "Traffic Control Supervisor ", per hour. 28 "Flaggers and Spotters ", per hour. 29 The unit Contract price, when applied to the number of units measured for this item in 30 accordance with Section 1- 10.4(2), shall be full compensation for all costs incurred by the 31 Contractor in performing the Contract Work defined in Section 1- 10.3(1)A. 32 "Other Traffic Control Labor ", per hour. 33 The unit Contract price, when applied to the number of units measured for this item in 34 accordance with Section 1- 10.4(2), shall be full compensation for all labor costs incurred by 35 the Contractor in performing the Contract Work specifically mentioned for this item in 36 Section 1- 10.4(2). 37 "Construction Signs Class A ", per square foot. ' 38 The unit Contract price, when applied to the number of units measured for this item in 39 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 40 materials and equipment incurred by the Contractor in performing the Contract Work ' 41 described in Section 1- 10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 63 2014 RFB ver. 1 -08 1 signs must be left in place, a change order, as described in Section 1 -04.4, will be required. 2 When the Bid Proposal contains the item "Sign Covering ", then covering those signs 3 indicated in the Contract will be measured and paid according to Section 8 -21. 4 "Sequential Arrow Sign ", per hour. 5 The unit Contract price, when applied to the number of units measured for this item in 6 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 7 materials and equipment incurred by the Contractor in performing the Contract Work 8 described in Section 1- 10.3(3)B. 9 "Portable Changeable Message Sign ", per day. 10 The unit Contract price, when applied to the number of units measured for this item in 11 accordance with Section 1- 10.4(2), shall be full compensation for all costs of labor, 12 materials and equipment incurred by the Contractor in procuring all portable changeable 13 message signs required for the project and for transporting these signs to and from the 14 project. 15 "Other Temporary Traffic Control ", lump sum. 16 The lump sum Contract payment shall be full compensation for all costs incurred by the 17 Contractor in performing the Contract Work defined in Section 1 -10, and which costs are 18 not compensated by one of the above - listed items. 19 20 END OF DIVISION 1 City of Federal Way RFB # 14 -102 S 320'b Street Preservation Project Page 64 2014 RFB ver. 1 -08 1 DIVISION 2 2 EARTHWORK 3 4 2 -01 Clearing, Grubbing, and Roadside Cleanup 5 6 2 -01.3 Construction Requirements 7 8 2- 01.3(4) Roadside Cleanup 9 10 Section 2- 01.3(4) is supplemented with the following: 11 12 (January 5, 1998) 13 Clearing and grubbing shall be performed within the limits shown on the plans. 14 15 2 -01.4 Measurement 16 17 Section 2 -01.4 is supplemented with the following: 18 19 (January 11, 2014 * * * * * *) 20 No specific unit of measurement will apply to the force account item of "Roadside 21 Cleanup ". 22 _ 23 2 -01.5 Payment 24 25 Section 2 -01.5 is supplemented with the following: 26 27 (January 11, 2014 * * * * * *) 28 "Roadside Cleanup" by force account as provided in Section 1 -09.6. 29 30 2 -02 Removal of Structures and Obstructions 31 32 2 -02.3 Construction Requirements 33 Section 2 -02.3 is supplemented with the following: 34 35 The removal and disposal of facilities indicated shall be conducted in such a manner as not 36 to damage utilities, or any portion of improvements that are to remain in place. Any 37 damage caused by the Contractor and his operations shall be repaired, replaced, or 38 otherwise properly restored to the satisfaction of the Engineer at no cost to the Owner. 39 40 Disposal shall be in accordance with Section 2 -01 of the Standard Specifications and these 41 Special Provisions. 42 43 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 44 Section 2- 02.3(3) is supplemented with the following: 45 46 1. All broken -up pieces shall become the property of the Contractor and shall be 47 removed from the project. 48 49 2. Prior to removal, the Contractor shall make a full -depth vertical sawcut between any 50 sidewalk, curb ramp or curb and gutter that is to remain and the portion to be City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 65 2014 RFB ver. 1 -08 1 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 I � removed. The sawcut shall be at the nearest joint to form a neat line for removal from the project site. I 3. Replace at no expense to the Owner and to the satisfaction of the Engineer any existing pavement, sidewalk, curb ramp, or curb and gutter designated to remain I that is damaged during the removal operation. 4. The contractor shall make a neat full depth vertical sawcut in the existing pavement at a minimum distance of one (1) foot from the curb and gutter to be removed to provide a large enough area to build to curb and place and compact a pavement section. The approximate thickness of the existing asphalt concrete pavement in the roadway varies. Contractor's attention is also drawn to Section 8 -04.3 of the Special Provisions. See standard plans for details. 5. The equipment and procedures used to make the full -depth sawcut shall be approved by the engineer. No waste water from the sawcutting operation shall be released directly to any stream or storm sewer system. 6. Extra care shall be taken to protect existing traffic loops that are to remain, when removing and replacing curb and gutter. Any traffic loops damaged by the Contractor shall be replaced at the Contractor's expense. 7. Pedestrian and wheel chair access to sidewalks must be maintained to one side of a 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 all four quadrants of an intersection. If it is not possible to restrict access to one side of a street, the contractor must provide proper wheelchair accessible pedestrian detours, per the MUTCD, around closed sidewalk areas. 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. 39 Where the Contractor chooses to use grinding or pulverizing to remove asphalt concrete 40 pavement, the vertical line left by grinding or pulverizing shall be considered equivalent to a 41 sawcut, but in that case no separate payment shall be made for sawcut. 42 43 44 2- 02.3(5) Adjust Existing Utility to Grade 45 46 As shown on the Plans, existing utilities such as monuments, manholes, catch basin frames and 47 grates, water valves, and meter boxes shall be adjusted to finished grade. The Contractor shall 48 familiarize himself with the existing utility locations prior to the beginning of any work. The 49 Contractor shall adjust City -owned utilities. Final adjustment shall be smooth and flush with 50 finished grade. The Contractor shall mark the location of all utilities prior to paving the new 51 surface. Unless otherwise provide in the Special Provisions and Proposal, costs for adjusting City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 66 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 48 49 50 51 52 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" and "Cement Conc. Curb Ramp ". Sawcutting sidewalks, driveways, curb and gutters will be incidental to the removal of those items. Sawcutting for Cement Conc. Curb Ramp shall be incidental to "Cement Conc. Curb Ramp ", per each. Sidewalk, driveway, curb ramp, extruded curb, traffic curb or curb and gutter removal shall be measured and paid for as provided for under the appropriate bid items in Sections 8 -04 and 8 -14 of the Special Provisions. Removal of Cement Concrete Pavement shall be measured by the square yard. Removal of Temporary Raised Pavement Markers shall be measured by the hundred. 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: "Sawcutting ", per lineal foot, the contract bid price shall be for a full -depth sawcut. "Removing Conc. Extruded Curb ", per linear foot. "Removing Curb and Gutter" per linear foot. "Removing Cement Conc. Sidewalk ", per square yard. "Removing Cement Concrete Pavement". per square yard. "Removing Pavement Markings ", per lump sum. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project 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 45 46 47 48 49 50 51 52 "Removing Traffic Curb ", per linear foot. "Removing Temporary Pavement Markers" per hundred. 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 excavation for patching and islands. 2- 03.3(14)3 Gravel Borrow Including Haul Section 2- 03.3(14) is supplemented with the following: Where patching or islands is called for, either as shown on the Plans or as directed by the Engineer, it is the intent to excavate to a depth shown on the Plans as the bottom of the crushed surfacing top course. Where and if the Engineer determines that unstable subgrade material exists below this depth, the Engineer may direct the Contractor to excavate an additional depth to stabilize the area. When an excavation depth exceeds the bottom of the proposed crushed surfacing top course, the area below the crushed surfacing top course shall be backfilled with "Crushed Surfacing Top Course for Pavement Repair and Islands ". 2 -03.4 Measurement Section 2 -03.4 is supplemented with the following: "Roadway Excavation Incl. Haul" measurement for roadway excavation including haul shall be in accordance with Section 2 -03.4 of the Standard Specifications. 2 -03.5 Payment Section 2 -03.5 is supplemented with the following: "Roadway Excavation Incl. Haul" shall be paid by the cubic yard, neat line measure. No separate payment will be made for haul or wasting excavated material. 2 -07 Watering 2 -07.5 Payment Section 2 -07.5 is supplemented with the following: All costs for providing and applying water shall be considered incidental to and included in the unit contract prices for the various items involved. City of Federal Way S 320`h Street Preservation Project Page 68 RFB ver. 1 -08 RFB # 14 -102 2014 1 END OF DIVISION 2 2 City of Federal Way S 320`h Street Preservation Project RFB ver. 1 -08 Page 69 RFB # 14 -102 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 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 S 320'x' Street Preservation Project Page 70 RFB ver. 1 -08 RFB # 14 -102 2014 1 DIVISION 4 2 BASES 3 4 Wherever specifications are made for "Pavement Repair and Roadway Widening" in the 5 following division, they shall also apply to "Shoulder Reconstruction and Shoulder Widening ". 6 7 4 -04 Ballast and Crushed Surfacing 8 (January 11, 2014 * * * * *) 9 10 Crushed surfacing shall be accomplished in accordance with Section 4 -04 of the Standard 11 Specifications. 12 13 4 -04.4 Measurement 14 Section 4 -04.4 is supplemented with the following: 15 16 Crushed surfacing Top Course will be measured by the ton. 17 18 4 -04.5 Payment 19 Section 4 -04.5 is supplemented with the following: 20 21 Payment will be made for the following bid items: 22 "Crushed Surfacing Top Course ", per ton. 23 24 END OF DIVISION 4 City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 71 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 48 49 50 51 52 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. HMA CL 1/2 ", PG 64 -22 for preleveling: For all asphalt concrete roadway overlay preleveling construction per the Typical Roadway section details on the Plans. 3. HMA CL 1/2 ", PG 64 -22 for pavement repair: For all asphalt concrete roadway reconstruction per the Typical Roadway section details on the Plans. 5 -04.2 Materials Section 5 -04.2 is revised to read: (May 8, 2013) Materials shall meet the requirements of the following sections: Asphalt Binder 9- 02.1(4) Cationic Emulsified Asphalt 9- 02.1(6) Anti - Stripping Additive 9 -02.4 Warm Mix Asphalt Additive 9 -02.5 Aggregates 9 -03.8 Recycled Asphalt Pavement 9- 03.8(3)B Mineral Filler 9- 03.8(5) Recycled Material 9 -03.21 The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) or reclaimed asphalt shingles (RAS) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The RAS may be from reclaimed shingles. If greater than 20 percent of the total weight of HMA is RAP or any amount of RAS is utilized in the production of HMA, the Contractor shall sample and test the RAP and RAS during stockpile construction in accordance with WSDOT FOP for AASHTO T 308 for the determination of the asphalt binder content and WSDOT FOP for WAQTC / AASHTO T 27/T 11 for the gradation of the aggregates. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The RAS shall be sampled and tested at a frequency of one sample for every 100 City of Federal Way RFB # 14 -102 S 320°i Street Preservation Project Page 72 2014 RFB ver. 1 -08 1 tons produced and not less than ten samples per project. The asphalt content and 2 gradation test data shall be reported to the Contracting Agency prior to or when submitting 3 the mix design for verification testing. If utilized, the amount of RAS shall not exceed 5- 4 percent of the total weight of the HMA. The Contractor shall include the RAP and RAS as 5 part of the mix design as defined in these Specifications. 6 7 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder 8 from different sources is not permitted. For HMA with either a RAP percentage greater than 9 20 percent of the total weight or any amount of RAS the final blended asphalt binder (after 10 inclusion of RAP, RAS, new asphalt binder and recycling agent) shall be the grade as 11 required by the Contract and comply with the requirements of Section 9- 02.1(4). 12 13 The Contractor may use warm mix asphalt (WMA) processes in the production of HMA with 14 a RAP percentage of 20 percent of the total weight or less. WMA processes shall not be 15 used in the production of HMA with a RAP percentage greater than 20 percent of the total 16 weight or any amount of RAS. The Contractor shall submit to the Engineer for approval 17 the process that is proposed and how it will be used in the manufacture of HMA. 18 19 When the Contracting Agency provides aggregates or provides a source for the production 20 of aggregates, the Contract Provisions will establish the approximate percentage of asphalt 21 binder required in the mixture for each class of HMA. 22 23 Production of aggregates shall comply with the requirements of Section 3 -01. 24 25 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates 26 from stockpiles shall comply with the requirements of Section 3 -02. 27 28 5- 04.2(9 -02.1) Asphalt Material, General 29 Section 9 -02.1 is supplemented with the following: 30 31 (August 2, 2012) 32 The recycling agent used to rejuvenate the recovered asphalt from recycled asphalt pavement 33 (RAP) and reclaimed asphalt shingles (RAS) shall meet the specifications in Table 1: Table 1 RA i RA 5 RA 25 Test ASTM Test Method Min. Max. Min. Max. Min. Max. Viscosity @ 140 °F cSt D2170 or D2171 50 150 200 800 1000 4000 Flash point COC, OF D92 D92 400 400 400 Saturates, Wt. % D2007 30 30 30 Specific Gravity D70 or D2198 Re ort Report Report Tests on Residue from RTFC D2872 Viscosity Ratio' 3 3 3 Mass Change f% 1 41 4 4 'Viscosity Ratio = RTFC Viscosity @ 140 °F, cSt Original Viscosity @ 140 °F, cSt City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 73 2014 RFB ver. 1 -08 1 2 5- 04.2(9- 03.8(2)) HMA Test Requirements 3 The second paragraph in Section 9- 03.8(2) is revised to read: 4 5 (November 12, 2012) 6 The mix design shall produce HMA mixtures when combined with RAP, RAS, coarse and fine 7 aggregate within the limits set forth in Section 9- 03.8(6) and mixed in the laboratory with the 8 designated grade of asphalt binder, using the Superpave gyratory compactor in accordance with 9 WSDOT FOP for AASHTO T 312, and at the required gyrations for N initial, N design, and N 10 maximum with the following properties: 11 12 Mix Criteria HMA Class % inch N Max. '!Z inch <0.3 8 /.inch 96 1 inch 0.3 to <3 Min Max Min Max MEn - Max Min .: Max • , Voids in Mineral Aggregate VMA , % 15. 0 50 14. 0 13. 0 12. 0 Voids Filled With Asphalt (VFA), % ESAL's millions VFA < 0.3 70 80 70 80 70 80 67 80 0.3 to < 3 65 78 65 78 65 78 65 78 3 to < 10 73 76 65 75 65 75 65 75 10 to < 30 73 76 65 75 65 75 65 75 >_ 30 73 76 65 75 65 75 65 75 Dust/Asphalt Ratio 0.61 1.6 0.6 1 1.6 0.6 1.6 0.6 70;&T- 1.6 Stripping Evaluation, WSDOT Test Method T 718 Pass , Pass Pass Pass 'Hamburg Wheel -Track Testing, AASHTO T 324 Rut Depth (mm) @ 20,000 Passes 12.5 12.5 12.5 12.5 'Texas Department of Transportation Indirect Tensile Strength Test, Tex - 226 -F (psi 150 150 150 150 City of Federal Way RFB # 14 -102 S 3200' Street Preservation Project Page 74 2014 RFB ver. 1 -08 ESAL's millions N initial N design N Max. %Gmm <0.3 :591.5 96 598.0 0.3 to <3 :590.5 96 :598.0 >_ 3 <_ 89.0 96 5 98.0 Gyratory < 0.3 6 50 75 City of Federal Way RFB # 14 -102 S 3200' Street Preservation Project Page 74 2014 RFB ver. 1 -08 1 2 3 4 5 6 7 8 9 10 11 12 Compaction(num ber of gyrations) 0.3 to < 3 7 75 115 3 to < 30 8 100 160 30 9 125 1 205 'This test applies only to mix designs with greater than 20 percent of the total weight RAP or any amount of RAS. 5- 04.2(9 - 03.8(3)6) Gradation — Recycled Asphalt Pavement and Mineral Aggregate Section 9- 03.8(3)8 is supplemented with the following: (August 6, 2012) For HMA with a RAP percentage greater than 20 percent of the total weight the RAP shall be processed to ensure that 100 percent of the material passes a sieve twice the size of the maximum aggregate size for the class of mix to be produced. 13 When RAS is used in the production of HMA the RAS shall be milled, crushed or processed 14 to ensure that 100 percent of the material passes the 1/2 inch sieve. Extraneous materials in 15 RAS such as metals, glass, rubber, soil, brick, tars, paper, wood and plastic shall not 16 exceed 2.0 percent by mass as determined on material retained on the No. 4 sieve. 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 5- 04.2(9 - 03.21(1)) General Requirements Section 9- 03.21(1) is supplemented with the following: (August 2, 2012) Reclaimed asphalt shingles samples shall contain less than the maximum percentage of asbestos fibers based on testing procedures and frequencies established in conjunction with the specifying jurisdiction and state or federal environmental regulatory agencies. 5 -04.3 Construction Requirements 5- 04.3(1) HMA Mixing Plant Section 5- 04.3(1) is supplemented with the following: (November 12, 2012) 6. Equipment for Processing RAP and RAS. When producing HMA for mix designs with greater than 20 percent of the total weight RAP or any amount of RAS the HMA plant shall be equipped with screens or a lump breaker to eliminate oversize RAP /RAS particles from entering the pug mill or drum mixer. 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: 42 In accordance with Section 1- 07.15(1) Spill Prevention, Control and ' 43 Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the 44 mitigating measures to be taken in the event that the paving operation is suspended or 45 terminated prior to the asphalt for tack coat being fully covered. '46 47 5- 04.3(7) Preparation of Aggregates City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 75 2014 RFB ver. 1 -08 1 Section 5- 04.3(7) is revised to read: 2 3 August 6, 2012) 4 The aggregates, RAP and RAS shall be stockpiled according to the requirements of Section 5 3 -02. Sufficient storage space shall be provided for each size of aggregate, RAP and RAS. 6 The Contractor may uniformly blend fine aggregate or RAP with the RAS as a method of 7 preventing the agglomeration of RAS particles. The aggregates, RAP and RAS shall be 8 removed from stockpile(s) in a manner to ensure a minimum of segregation when being 9 moved to the HMA plant for processing into the final mixture. Different aggregate sizes 10 shall be kept separated until they have been delivered to the HMA plant. 11 12 5- 04.3(7)A Mix Design 13 Section 5- 04.3(7)A is supplemented with the following: 14 15 The Contractor shall provide the City a mix design for all specified classes of mix and binder 16 type that has been approved by WSDOT within the last 12 months. The mix design(s) shall 17 have met all the requirements of Sections 9- 03.8(2) and 9- 03.8(6). The Contractor shall 18 also provide documentation that the aggregates and binder used are the same as those 19 used to meet the requirements for the WSDOT approved mix design. In no case shall the 20 Contractor begin paving before the City has approved the submitted mix design(s). 21 22 5- 04.3(7)A1 General 23 Section 5- 04.3(7)A1 is supplemented with the following: 24 25 (August 6, 2012) 26 For mix designs with greater than 20 percent of the total weight RAP or any amount of RAS 27 the Contractor shall develop a mix design including RAP, RAS, recycling agent and new 28 asphalt binder. The mix design aggregate structure, RAP, RAS, recycling agent and new 29 asphalt binder content shall be determined in accordance with Materials Manual WSDOT 30 Standard Operating Procedure No. 732 and meet the requirements of Sections 9- 03.8(2) 31 and 9- 03.8(6). The total quantity of asphalt binder contributed from the RAP and RAS shall 32 not exceed 40 percent of the total asphalt binder content of the HMA. Once the RAP and 33 RAS stockpiles have been constructed the Contractor shall extract, recover and test the 34 asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling 35 agent and /or grade of new asphalt binder needed to meet the grade of asphalt binder 36 required by the contract. The asphalt extraction testing shall be performed in accordance 37 with AASHTO T 164 or ASTM D 2172 using reagent grade trichloroethylene. The asphalt 38 recovery shall be performed in accordance with AASHTO T 170, ASTM D 1856. The 39 recovered asphalt residue shall be tested in accordance with AASHTO R 29 to determine 40 the asphalt binder grade in accordance with Section 9- 02.1(4). Once the recovered asphalt 41 binder grade is determined the percent of recycling agent and /or grade of new asphalt 42 binder shall be determined in accordance with ASTM D 4887. The final blend of recycling 43 agent, recovered and new asphalt shall be tested in accordance with AASHTO R 29 to 44 confirm that it meets the grade of asphalt binder required by the contract in accordance 45 with Section 9- 02.1(4). All recovered and blended asphalt binder test data shall be reported 46 to the Contracting Agency prior to or when submitting the mix design for verification 47 testing. 48 49 5- 04.3(7)A2 Statistical or Nonstatistical Evaluation 50 Section 5- 04.3(7)A2 is revised to read: 51 52 (November 12, 2012) City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 76 2014 RFB ver. 1 -08 1 Mix designs for HMA accepted by statistical and nonstatistical evaluation shall be submitted 2 to the Project Engineer on WSDOT Form 350 -042. For a mix design that was originally 3 developed for another WSDOT contract, the Contractor shall also submit WSDOT Form 4 350 -041 and include all changes to the job mix formula that have been approved on other 5 contracts 6 7 For mix designs for HMA accepted by statistical and nonstatistical evaluation, which have 8 20 percent or less total weight RAP and no RAS, the Contractor shall submit representative 9 samples of the mineral materials that are to be used in the HMA production. The 10 Contracting Agency will use these samples to determine anti -strip requirements, if any, in 11 accordance with WSDOT Test Method T 718. Anti -strip evaluation of HMA mix designs 12 proposed by the Contractor that include 20 percent or less total weight RAP and no RAS 13 will be completed without the inclusion of the RAP. Submittal of RAP samples is not 14 required. A mix design /anti- strip evaluation report will be provided within 25 calendar days 15 after a mix design submittal has been received in the State Materials Laboratory in 16 Tumwater. No paving shall begin prior to issuance of the mix design /anti -strip evaluation 17 report or reference mix design /anti -strip evaluation report for that year. 18 19 Mix designs for HMA accepted by statistical and nonstatistical evaluation, which have 20 greater than 20 percent of the total weight RAP or any amount of RAS shall be submitted 21 to the Project Engineer for verification testing. The Contractor shall submit representative 22 samples of the mineral materials, RAP, RAS and 100 grams of recovered asphalt residue 23 from the RAP and RAS that are to be used in the HMA production. The Contracting Agency 24 will use the recovered asphalt residue samples to conduct verification testing of the final 25 blended asphalt binder in accordance with Section 9- 02.1(4). The Contracting Agency will 26 use the mineral aggregate, RAP and RAS to conduct verification testing of the mix design in 27 accordance with WSDOT Standard Operating Procedure 732 and to determine anti -strip 28 requirements, if any, in accordance with WSDOT test method T 718. A mix design /anti- 29 strip evaluation report will be provided within 25- calendar days after a mix design submittal 30 has been received in the State Materials Laboratory in Tumwater. No paving shall begin 31 prior to issuance of the mix design /anti -strip evaluation report for that year. If the results 32 of the verification testing by the Contracting Agency of the final blended asphalt binder 33 meets the requirements of Section 9- 02.1(4) and the mix design including RAP and RAS is 34 within the tolerances in Section 9- 03.8(7) the mix design will be considered verified. If the 35 results of the verification testing of the final blended asphalt binder fails to meet the 36 requirements of Section 9- 02.1(4) or the mix design including RAP and RAS is not within 37 the tolerances in Section 9- 03.8(7) the mix design will be rejected. 38 39 5- 04.3(8) Mixing 40 Section 5- 04.3(8) is supplemented with the following: 41 42 (August 6, 2012) 43 The following requirements shall apply to mix designs with greater than 20 percent of the 44 total weight RAP or any amount of RAS: 45 46 After the required amounts of mineral materials, RAP, RAS, new asphalt binder and asphalt 47 rejuvenator have been introduced into the mixer the HMA shall be mixed until a complete 48 and uniform coating of the particles and a thorough distribution of the asphalt binder 49 throughout the mineral materials, RAP and RAS is ensured. 50 ' 51 When discharged, the temperature of the HMA shall not exceed the optimum mixing 52 temperature by more than 25 °F as shown on the mix design /anti -strip evaluation report or City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 77 2014 RFB ver. 1 -08 1 as approved by the Engineer. Storing or holding of the HMA in approved storage facilities 2 will be permitted during the daily operation but in no event shall the HMA be held for more 3 than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected 4 HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The 5 storage facility shall have an accessible device located at the top of the cone or about the 6 third point. The device shall indicate the amount of material in storage. No HMA shall be 7 accepted from the storage facility when the HMA in storage is below the top of the cone of 8 the storage facility, except as the storage facility is being emptied at the end of the 9 working shift. 10 11 Recycled asphalt pavement (RAP) and reclaimed asphalt shingles (RAS) utilized in the 12 production of HMA shall be sized prior to entering the mixer so that a uniform and 13 thoroughly mixed HMA is produced. If there is evidence of the RAP or RAS not breaking 14 down during the heating and mixing of the HMA, the Contractor shall immediately suspend 15 production of HMA until changes have been approved by the Project Engineer. 16 17 5- 04.3(8)A Acceptance Sampling and Testing — HMA Mixture 18 19 5- 04.3(8)A7, Test Section — HMA Mixtures 20 Section 5- 04.3(8)A7 is supplemented with the following: 21 22 (August 6, 2012) 23 The following requirements shall apply to mix designs with greater than 20 percent RAP by 24 weight or RAS: 25 26 For each class of HMA accepted by statistical evaluation, the Contractor shall construct a 27 test section to determine whether the mixture meets the requirements of Sections 9- 28 03.8(2) and 9- 03.8(6). The test section shall be constructed at the beginning of paving and 29 will be at least 600 tons and a maximum of 1,000 tons or as approved by the Project 30 Engineer. No further wearing or leveling HMA will be paved the day of or the day following 31 the construction of the test section. The mixture in the test section will be evaluated as a 32 lot with a minimum of three sublots required. If more than one test section is required 33 each test section shall be a separate lot. 34 35 For a test section to be acceptable the pay factor (PF) for gradation, asphalt binder and Va 36 shall be 0.95 or greater for each constituent and the remaining test requirements in 37 Section 9- 03.8(2) (dust /asphalt ratio, sand equivalent, uncompacted void and fracture) 38 shall conform to the requirements of that section. 39 40 For all HMA of the same class and PG asphalt binder grade, payment for the HMA test 41 section(s) will be in accordance with the provisions of 5- 04.5(1) Quality Assurance Price 42 Adjustments. 43 44 5- 04.3(13) Surface Smoothness 45 The second sentence of Section 5- 04.3(13) is revised to read: 46 47 (January 5, 2004) 48 The completed surface of the wearing course shall not vary more than 1/4 inch from the 49 lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. 50 51 5- 04.3(14) Planing Bituminous Pavement 52 Section 5- 04.3(14) is supplemented with the following: City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 78 2014 RFB ver. 1 -08 2 (January 5, 2004) 3 The Contractor shall perform the planing operations no more than 7 (seven) calendar days 4 ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by 5 the Engineer in writing. 6 7 5- 04.3(16) Weather Limitations 8 The first sentence of Section 5- 04.3(16) is revised to read: 9 10 (August 3, 2009) 11 HMA for wearing course shall not be placed on any travelled way from October 15"' and 12 through March 31' of the following year without written approval from the Engineer. 13 14 (� 15 5- 04.3(22) Temporary Pavement 16 Section 5- 04.3(22) is added: 17 18 Temporary pavement is required to open areas to traffic during construction. These areas 19 include the voids created by the removal of existing traffic islands and curbing, paving over 20 excavated roadway and utility trenches to provide paved access to private properties, and 21 ramps for property access during cement concrete approach construction. Temporary 22 pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be 23 placed with a minimum thickness of 2 inches. All temporary paving shall be approved by 24 the Engineer before placement. Any areas of temporary pavement to be removed and 25 replaced shall be approved by the Engineer before placement. This work shall also include 26 the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 27 28 Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the 29 traveled way. Whether temporary or permanent, saw cut and treat edges with CSS -1 30 asphalt emulsion and apply a minimum 3 -inch pavement depth or match existing, 31 whichever is greater. Also, fill voids created by the removal of existing traffic islands and 32 curbing, paving over excavated roadway to temporary access to adjacent properties, and 33 ramps for property access during concrete approach construction. 34 35 Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the 36 traveled way. The cold mix shall be approved by the Engineer and placed in a 2 -inch 37 minimum thickness. Placement of temporary pavement without prior approval of the 38 Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any 39 areas of temporary pavement to be removed and replaced require prior approval by the 40 Engineer. This work shall include the removal of the temporary pavement prior to paving of 41 final asphalt concrete pavement. 42 43 5 -04.4 Measurement 44 HMA Cl. _ PG , HMA for _ Cl. _ PG , and Commercial HMA will be measured by 45 the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of 46 asphalt binder, blending sand, mineral filler, or any other component of the mixture. If the 47 Contractor elects to remove and replace mix as allowed by Section 5- 04.3(11), the material 48 removed will not be measured. 49 Planing bituminous pavement will be measured by the square yard. 50 Section 5 -04.4 is supplemented with the following: 51 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 79 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 (September 5, 2006) No specific unit of measurement will apply to the calculated item of asphalt cost price adjustment. Section 5 -04.4 is supplemented with the following: Temporary pavement will be measured by the ton of material actually placed, with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. 5 -04.5 Payment Section 5 -04.5 is supplemented with the following: (January 11, 2014) Pavement will be made per the Standard Specifications, for each of the following bid items that are include in the proposal: "Planing Bituminous Pavement ", per square yard. "HMA CL. 1/2 in. PG 64 -22 ", per ton. "HMA CL. 1/2 in. PG 64 -22 for preleveling ", per ton. "HMA CL. 1/2 in. PG 64 -22 for Pavement Repair ", 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. 5- 04.5(1) Quality Assurance Price Adjustments Delete Section 5- 04.5(1) in its entirety. 5- 04.5(1)A Price Adjustments for Quality of HMA Mixture Delete Section 5- 04.5(1)A in its entirety. 5- 04.5(1)B Price Adjustments for Quality of HMA Compaction Delete Section 5- 04.5(1)B in its entirety. END OF DIVISION 5 City of Federal Way S 320`h Street Preservation Project Page 80 RFB ver. 1 -08 RFB # 14 -102 2014 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 15 Manholes, valves, catch basins, and other structures shall not be adjusted to final grade 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 18 asphalt concrete pavement shall be removed to a neat circular shape for manholes and a 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 24 accordance with City Standard Drawing 3 -55. 25 The Contractor shall adjust the manholes and catch basins with pre -cast grade rings and 26 mortar, or with rubber adjustment riser as required. Metal adjustment rings shall not be 27 used. If more than three grade rings are required to adjust a manhole to final grade, 28 including existing grade rings, the Contractor shall remove the existing cone section, install 29 a pre -cast manhole section of sufficient height to limit the number of grade rings to a '30 maximum of three, and reinstall the cone section prior to paving operations. Cover and 31 grate frames shall be secured to structure permanently. 32 '33 The edges of the removed asphalt pavement and the outer edge of the reset frame shall be 34 painted with asphalt for tack coat. Commercial Hot Mix Asphalt top course shall then be 35 placed and properly compacted to finished grade. The Hot Mix Asphalt (HMA) top course 36 shall meet the requirements of Section 5 -04 of the Standard Specifications. The joint 37 between the patch and existing pavement shall then be painted with asphalt for tack coat 38 and immediately covered with dry paving sand before the asphalt for tack coat solidifies. 39 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 7- 05.3(2) Abandon Existing Manholes '45 Section 7- 05.3(2) is supplemented with the following: 46 47 The requirements of this section shall also apply to abandoning existing catch basins. ' 48 Abandonment of existing catch basins shall be conducted in such a manner to prevent 49 damage to surrounding facilities including any existing storm drainage, sanitary sewer, 50 electrical conduits or other facilities to remain. All remaining facilities including storm 51 drainage, sanitary sewer and electrical conduits damaged due to the Contractors operations City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 81 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 shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Backfilling of catch basins to be abandoned and replaced shall not be performed until the new catch basin is installed in accordance with Section 7 -05 of the Standard Specifications as modified by amendment or special provision. All labor and equipment required to backfill the catch basins shall be considered incidental to the construction and installation of the storm drain and catch basin. Backfilling of catch basins to be abandoned shall be done with Gravel Borrow for Trench Backfill Incl. Haul and paid for per the unit contract price. 7 -05.4 Measurement Section 7 -05.4 is supplemented with the following: "Adjust Catch Basin to Grade" will be measured per each. "Adjust Storm Drain Manhole to Grade", will be measured per each. 7 -05.5 Payment Section 7 -05.5 is supplemented with the following: "Adjust Catch Basin ", per each. "Adjust Storm Drain Manhole ", per each. The contract bid prices for the above, including all incidental work, shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. Sawcutting, pavement removal and repair, excavation, curb and gutter removal and replacement, and any other work required to complete the items of work shall be considered incidental to other bid items, and no separate payment will be made. END OF DIVISION 7 City of Federal Way S 3201h Street Preservation Project Page 82 RFB ver. 1 -08 RFB # 14 -102 2014 1 DIVISION 8 2 MISCELLANEOUS CONSTRUCTION 3 4 8 -01 Erosion Control and Water Pollution Control 5 6 8 -01.3 Construction Requirements 7 8 8- 01.3(1) General 9 10 Section 8- 01.3(1) is supplemented with the following: 11 12 (January 11, 2014 * * * * * *) 13 Offsite Stormwater 14 Stormwater is known to enter the project site at the following locations: 15 From the west on S 320th Street at Sta. 0 +42 16 From the north on Pacific Hwy S at Sta. 13 +00 17 From the north on 20th Ave S at Sta. 25 +00 18 From the north on 21St Ave S at Sta. 31 +00 19 From the north on 23rd Ave S at Sta. 37 +50 20 From the north on 25th Ave S at Sta. 42 +75 21 From the east on S 320th St at Sta. 47 +25 22 The Contractor shall, prior to disruption of the normal water course, intercept the 23 offsite stormwater and pipe it either through or around the project site in such a 24 manner that it is not combined with onsite stormwater and it is discharged at its pre - 25 construction outfall point in such a manner that there is no increase in erosion below 26 the site. 27 The method for performing this work shall be included in the Contractor's temporary 28 erosion control plan. 29 (January 11, 2014 * * * * * *) 30 8- 01.3(1)A Submittals 31 Section 8- 01.3(1)A is supplemented with the following: 32 33 Prior to beginning any concrete or grinding work, the Contractor shall submit a plan, 34 for the Engineer's review and approval, outlining the procedures to be used to prevent 35 high pH stormwater or dewatering water from entering surface waters. The plan shall 36 include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior 37 to being discharged from the project or entering surface waters. 38 39 8 -01.4 Measurement 40 Section 8 -01.4 is supplemented with the following: 41 42 ( * * * * * *) City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 83 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 48 49 50 51 Inlet Protection will be measured per each. 8 -01.5 Payment Section 8 -01.5 is supplemented with the following: "Inlet Protection ", per each. "Stormwater Pollution Prevention Plan and Permit Compliance", 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. 8 -02 Roadside Restoration 8 -02.3 Construction Requirements 8- 02.3(5) Planting Area Preparation Section 8- 02.3(5) is supplemented with the following: Upon approval of subgrades by the Engineer, topsoil type A shall be placed to a compacted depth of six (6) inches in islands where asphalt concrete pavement were removed (see plan for locations). Lightly compact soil and establish a smooth and uniform finished grade that protects against obstruction to surface drainage and ponding. For bark - mulched areas, finish grade of bark mulch shall be one (1) inch below top of cement conc. extruded curb. 8- 02.3(11) Bark or Wood Chip Mulch Section 8- 02.3(11) is supplemented with the following: (January 11, 2014 * * * * * *) Bark mulch or wood chip mulch shall be placed to a uniform non - compacted depth of 2 1/2 inches over all planting areas as shown on plans. Bark or wood chip mulch shall not be placed in areas of standing or flowing water. 8 -02.3 (13) Plant Establishment Section 8- 02.3(13) is supplemented with the following: ( * * * * * *) Plant establishment shall consist of insuring resumption and continued growth of all planted material including trees, shrubs, ground cover, lawn sod and seeded areas for a period of one (1) year. This shall include, but is not limited to labor and materials necessary for removal and replacement of any rejected plant material planted under this contract. 8 -02.4 Measurement The first paragraph of Section 8 -02.4 is revised as follows: (January 11, 2014 * * * * * *) City of Federal Way S 320`h Street Preservation Project Page 84 RFB ver. 1 -08 RFB # 14 -102 2014 1 Bark or wood chip mulch and Compost Amended Soil will be measured by the cubic yard in 2 the haul conveyance at the point of delivery. 3 Top Soil Type A will be measured by the cubic yard. 4 Bark or Wood Chip Mulch will be measured by the cubic yard in the haul conveyance at the 5 point of delivery. 6 7 8 -02.5 Payment 8 Section 8 -02.5 is supplemented with the following: 9 10 (January 11, 2014 * * * * * *) 11 "Bark or Wood Chip Mulch ", per cubic yard. 12 The unit Contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay for all 13 Costs for the Work including furnishing and applying bark or wood chip mulch. 14 15 "Top Soil Type A ", per cubic yard. 16 "Sod Lawn, Includes 4" Topsoil ", per square yard. 17 18 8 -03 Irrigation Systems 19 20 8 -03.3 Construction Requirements 21 Section 8 -03.3 is supplemented with the following: 22 23 (January 11, 2014 * * * * * *) 24 Private sprinkler irrigation systems found to encroach within the limits of improvements shall be 25 modified as necessary to remove the encroachment and to ensure satisfactory operation of the 26 remaining system. The Contractor shall ensure that existing private systems remain in operation 27 during the construction of this project. The Contractor shall furnish temporary water to 28 disconnected existing irrigation systems. Private irrigation systems that have been damaged 29 during construction activities shall be repaired within 5 working days. The Contractor shall be 30 liable for any damage due to irrigation facilities damaged by his operations and shall repair such 31 damaged facilities to an "equal or better than" original condition. This work will include, but not 32 be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads 33 new pipe heads and connections, and testing of the system. Payment will be included in the 34 unit bid item price for Repair Existing Irrigation System per Section 8 -03 these Standard 35 Specifications. 36 8 -03.4 Measurement 37 Section 8 -04.2 is supplemented with the following: 38 39 (January 11, 2014 * * * * * *) 40 No unit of measure shall apply to the repair existing irrigation systems. 41 42 8 -03.5 Payment 43 Section 8 -04.2 is supplemented with the following: 44 45 (January 11, 2014 * * * * * *) 46 No unit for payment shall apply to the repair existing irrigation systems. 47 48 8 -04 Curbs, Gutters, and Spillways 49 50 (January 11, 2014 * * * * * *) City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 85 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 48 49 50 51 8 -04.3 Construction Requirements Section 8 -04.3 is supplemented with the following: 8- 04.3(1)A Extruded Cement Concrete Curb Section 8- 04.3(1)A is supplemented with the following: (January 11, 2014 * * * * * *) Asphalt Concrete Islands Cement Concrete Extruded Curb, shall be installed per plans and details for Asphalt Concrete Islands. A minimum of four (4) inches of CSTC, compacted to ninety -five (95 %) percent density shall be placed inside of cement concrete extruded curb for the construction of Asphalt Concrete Islands. Two inches (2 ") HMA Class 1/2 in. PG 64 -22 (compacted depths), and match top of cement concrete extruded curb for the construction of Asphalt Concrete Islands. See standard plans for details. Cement concrete extruded curb shall be painted per WSDOT standard specification 8- 07.3(2). Asphalt Concrete Islands in the roadway are painted yellow. If any section of curb and gutter, mountable cement concrete curb or extruded concrete curb is damaged due to vandalism, such as writing, by vehicles or pedestrians, the entire section, between joints, shall be removed and replaced, at no cost to the City. 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 * * * * * *) Painting of curbs will not be measured and is considered incidental to the unit price of the type of curb. Cement Conc. Curb and Gutter will be measured by the linear foot along the line and slope of the completed curb and gutter. Extruded Curb, Type 6 will be measured by the linear foot along the line and slope of the completed curb and gutter. Removing Concrete Extruded Curb will be measured by the linear foot. City of Federal Way S 3201h Street Preservation Project Page 86 RFB ver. 1 -08 RFB # 14 -102 2014 1 Asphalt Concrete Islands will be measured as HMA Cl. 1/2 in PG 64 -22 for Pavement Repair, 2 per ton per section 5 -04. 3 4 Crushed Surfacing Top Course will be measured by the ton per section 4 -04. 5 6 Removing Asphalt Concrete Islands will be measured as Roadway Excavation Incl. Haul, per 7 cubic yard per section 2 -03. 8 9 8 -04.5 Payment 10 Section 8 -04.5 is supplemented with the following: 11 12 (January 11, 2014 * * * * * *) 13 "Cement Conc. Curb and Gutter ", per linear foot. 14 "Extruded Curb, Type 6 ", per linear foot. 15 "Removing Concrete Extruded Curb ", per lineal foot. 16 17 8 -06 Cement Concrete Driveway Entrances 18 19 8 -06.3 Construction Requirements 20 Section 8 -06.3 is supplemented with the following: 21 22 (January 11, 2014 * * * * * *) 23 Section 1 -07 of these Special Provisions describes the restrictions to driveway closures 24 and construction that will be in place for this contract. To meet these requirements, the 25 Contractor may use a quick setting concrete. The Engineer shall approve the quick - 26 setting mix prior to use. 27 28 Driveway entrances shall be constructed per City of Federal Way Standard Details 29 30 8 -06.5 Payment 31 Section 8 -06.5 is supplemented with the following: 32 33 ( * * * * *) 34 "Cement Conc. Pavement Approach 3 -Day" per square yard. 35 36 If the Contractor chooses to use a quick- setting concrete mix to meet the requirements 37 of Section 1 -07, it will be measured per the square yard and paid for as Cement Conc. . 38 Driveway Entrance 3 -Day. Any additional costs to use such mix shall be incidental to 39 the bid item for Cement Conc. Driveway Entrance 3 -Day, and no additional payment will 40 be made. 41 42 8 -07 Precast Traffic Curb and Block Traffic Curb 43 44 8 -07.1 Description 45 Section 8 -07.1 is deleted and replaced with the following: 46 47 (January 11, 2014 * * * * * *) 48 This work consists of furnishing and installing precast traffic curb, block curb, sloped 49 mountable curb, or dual faced sloped mountable curb of the design and type specified in 50 the Plans in accordance with these Specifications and the Standard Plans in the locations 51 indicated in the Plans or as staked by the Engineer. 52 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 87 2014 ' RFB ver. 1 -08 1 8 -07.2 Materials 2 Section 8 -07.2 is deleted and replaced with the following: 3 4 (January 11, 2014 * * * * * *) 5 Materials shall meet the requirements of the following sections: 6 Paint 9 -08.1 Precast Traffic Curb 9 -18.1 Block Traffic Curb 9 -18.3 Water Repellent 7 Compound 9 -18.4 Sodium Metasilicate 9 -18.5 Mortar 9 -20.4. 8 9 8- 07.3(1) Installing Curbs 10 Section 8- 07.3(1) is deleted and replaced with the following: 11 12 (January 11, 2014 * * * * * *) 13 The curb shall be firmly bedded for its entire length and breadth on a mortar bed 14 conforming to Section 9- 20.4(3) composed of one part Portland cement and two parts of 15 concrete sand. The anchor grooves in the bottom of the curb shall be entirely filled with 16 the mortar. 17 18 Before the cement mortar bed in laid, all dirt shall be cleaned from the pavement 19 surface by washing. 20 21 All old pavements and any portion of new pavements constructed under this Contract, 22 which are coved with oil or grease within the curb limits, shall be further cleaned as 23 follows: 24 1. The pavement shall be flushed with water. 25 2. While the pavement is still wet, sodium metasilicate, complying with the 26 requirements as specified elsewhere herein, shall be evenly distributed 27 over the pavement surface at a rate of 1 to 2 pound per 100 square feet 28 of pavement surface. 29 3. The sodium metasilicate shall remain on the pavement for at least 15 30 minutes. Where patches of oil, tar, or grease occur, these areas shall be 31 scrubbed with a brush or broom. 32 4. The pavement surface shall then be thoroughly rinsed. 33 All joins between adjacent pieces of curb except joints for expansion and /or drainage as 34 designated by the Engineer shall'be filled with mortar composed of one part Portland 35 cement and two parts sand. 36 The joints between adjacent units of block traffic curb will not require mortaring. The 37 alignment and the top surface of adjoining sections of curb shall be true and even with a 38 maximum tolerance of 1/16 inch. 39 For both type of curb, nosing pieces, connecting dividers, and radial sections, as detailed 40 in the Plans, will required at the ends of the curb lines, at transitions from Type C traffic 41 curb to Type A traffic curb, and at Type A traffic curb installation with radii less than 10 42 feet. 43 For sloped mountable curb installed in curves, the unit shall be either curved blocks 44 precast to the radii shown in the Plans or tangent blocks sawn to the dimensions shown 45 in the Standard Plans to conform to the specified radii. 46 8 -07.4 Measurement 47 Section 8 -07.4 is deleted and replaced with the following: 48 49 (January 11, 2014 * * * * * *) City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 88 2014 - RFB ver. 1 -08 1 Precast Type C Curb and Type C Block Traffic Curb will be measured by the linear foot 2 along the axis of the curb. 3 Type C Nosing pieces will be measured as Precast Type C Traffic Curb. 4 8 -07.5 Pavement 5 Section 8 -07.5 is deleted and replaced with the following: 6 7 (January 11, 2014 * * * * * *) 8 Payment will be made in accordance with Section 1 -04.1, for each of the following Bid 9 Items that are included in the Proposal: 10 "Precast Type C Traffic Curb ", per linear foot. 11 8 -09 Raised Pavement Markers 12 13 8 -09.3 Construction Requirements 14 Section 8 -09.3 is supplemented with the following: 15 16 () 17 RPMs shall be installed per City of Federal Way Standard Details 18 19 8 -09.4 Measurement 20 21 Measurement of markers will be by units of 100 for each type of marker furnished and 22 set in place. 23 24 8 -09.5 Payment 25 26 (January 11, 2014 * * * * * *) 27 "Raised Pavement Marker, Type 2" per Hundred. 28 "Hydrant Marker, Type 2B ", per each. 29 30 8 -13 Monument Cases 31 32 (January 11, 2014 * * * * * *) 33 8- 13.3(1) Adjusting Monument Cases 34 35 The existing cast iron ring and cover on monument cases shall be removed and replaced at the 36 new elevation, frame ring extensions may not be used. Contractor shall submit catalog cuts of 37 extensions for approval. 38 39 Following monument case adjustment, the monument shall be verified for position by the City. 40 If the monument has been displaced by the Contractor's operations, the Contractor shall at his 41 own expense, remove and replace the case and reestablish the monument. 42 43 8 -13.5 Payment 44 Section 8 -13.5 is supplemented with the following: 45 46 ( *) 47 "Adjust Existing Monument Case and Cover ", per each. 48 City of Federal Way RFB # 14 -102 ' S 320'' Street Preservation Project Page 89 2014 RFB ver. 1 -08 1 The contract bid price for the above, including all incidental work, shall be full compensation for 2 all labor, materials, tools, and equipment necessary to satisfactorily complete the work as 3 defined in these Special Provisions. 4 5 8 -14 Cement Concrete Sidewalks 6 7 8 -14.3 Construction Requirements 8 Section 8 -14.3 is supplemented with the following: 9 10 (April 4, 2014 * * * * * *) 11 The Contractor shall request a pre- meeting with the Engineer to be held 2 to 5 working 12 days before any work can start on cement concrete sidewalks, curb ramps or other 13 pedestrian access routes to discuss construction requirements. Those attending shall 14 include: 15 1. The Prime Contractor and Subcontractor in charge of constructing forms, and 16 placing, and finishing the cement concrete. 17 2. Project Engineer (or representative) and Project Inspectors for the cement concrete 18 sidewalk, curb ramps or pedestrian access route work. 19 20 Items to be discussed in this meeting shall include, at a minimum, the following: 21 1. Slopes shown on the Plans. 22 2. Inspection 23 3. Traffic control 24 4. Pedestrian control, access routes and delineation 25 5. Accommodating utilities 26 6. Form work 27 7. Installation of detectable warning surfaces 28 Section 8 -14.3 is supplemented with the following: 29 ( * * * * * *) 30 Contractor will field verify the elevation differential required to construct the concrete steps to 31 the City of Federal Way codes. 32 8-14.4 Measurement 33 ( * * * * * *) 34 Section 8 -14.4 is supplemented with the following: 35 Cement concrete curb ramp will be measured per each for the complete curb ramp installed and 36 includes the installation of the detectable warning surface. 37 Cement concrete sidewalks and driveway approaches will be measured by the square yard of 38 finished surface and will not include the surface area of the curb ramps. 39 Cement concrete 40 8 -14.5 Payment 41 Section 8 -14.5 is supplemented with the following: 42 43 44 "Cement Concrete Curb Ramp ", per each. 45 "Cement Concrete Sidewalk ", per square yard. 46 "Cement Concrete Approach ", per square yard. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 90 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 48 49 50 51 52 8 -20 Illumination, Traffic Signal Systems, and Electrical 8 -20.1 Description Section 8 -20.1 is replaced with the following: All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work shall include the supply, testing, and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The work involves, but shall not be limited to, the following: 1. Signal poles 2. Signal and pedestrian heads 3. Video detection 4. Junction boxes 5. Loop detection 6. Conduit and wire Work shall include the supply, testing and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The existing traffic signal system shall be kept in full operation during construction until the new system is in place and ready for turn -on. 8- 20.1(1) Regulations and Code The first and second sentences of the first paragraph are deleted and replaced with the following: (March 13, 2012 * * * * * *) All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP -78 -16 and the Radio Manufacturers Association. Traffic signal control equipment shall conform to the Contract and these Standard Specifications: EIA Electronics Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other codes listed herein. Section 8- 20.1(1) is supplemented with the following: (March 13, 2012 * * * * * *) Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8- 20.1(2) Industry Codes and Standards (March 13, 2012 * * * * * *) The following is added at the end of the first paragraph of this section: City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 91 2014 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 51 I � National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office , Box 1331445 Hoes Lane, Piscataway, NJ 08855 - 1331. 8 -20.2 Materials ' Section 8 -20.2 is supplemented witk the following: (March 13, 2012 * * * * * *) ' Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9- 03.9(3) of the Standard Specifications. Bedding material shall consist of 5/8 -inch minus crushed rock free of any deleterious substances (Section 9- 03.1(5)A of the Standard Specifications). Requirements for signal equipment and materials are contained in Section 9 -29 of the Standard Specifications and Section 9 -29 of these Specifications. 8- 20.2(1) Equipment List And Drawings The first paragraph is deleted and replaced with the following: (January 26, 2012 * * * * * *) Within one (1) week following the pre - construction conference, the Contractor shall submit to the Engineer a completed "Request for Approval of Materials" that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. (March 13, 1995 WSDOT GSP) If traffic signal standards, strain pole standards, or combination traffic signal and lighting standards are required, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (H1), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8 -20.3 Construction Requirements 8- 20.3(1) General Section 8- 20.3(1) is supplemented with the following: Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the property of the Contracting Agency, shall become the property of the Contractor and shall be removed from the project. The Contractor shall: City of Federal Way S 320'h Street Preservation Project Page 92 RFB ver. 1 -08 RFB # 14 -102 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 1. Remove all wires for discontinued circuits from the conduit system or as directed by the Engineer. 2. Remove elbow sections of abandoned conduit entering junction boxes or as directed by the Engineer. 3. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. 4. Remove foundations entirely, unless the Plans state otherwise. 5. Backfill voids created by removal of foundations and junction boxes. Backfilling and compaction shall be performed in accordance with Section 2 -19 09.3(1)E. (December 17, 2012 * * * * * *) Fiber Optic Cable Service Outage Duration and Notification The allowable interruption to the operation of the existing joint City /County / WSDOT fiber optic cable service along S 320th Street is three (3) days, including testing. King County Metro and King County Traffic shall be notified two (2) weeks in advance of the proposed outage. Notification shall be sent to the following: John Toone King County Metro Phone: 206- 477 -0507 Email: John.Toone @kingcounty.gov Jeffery Barnett King County Metro Phone: 206- 263 -7826 Email: Jeffery. BarnettOkin cq ounty.gov King County Signal Shop Attn: Mark Parrett 155 Monroe Avenue NE Renton, Washington 98056 Phone: 206 - 396 -3763 Section 8- 20.3(1) is supplemented with the following: (May 15, 2000 WSDOT NWR) Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (June 20, 1995 WSDOT NWR) Pole Removal Poles designated for removal shall not be removed prior to approval of the Engineer. (October 31, 2005 WSDOT NWR) Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer. The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The Contractor shall advise the Engineer in writing when construction cores are ready to be removed. City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 93 2014 RFB ver. 1 -08 1 (May 15, 2000 WSDOT NWR) 2 Electrical Equipment Removals 3 Removals associated with the electrical system shall not be stockpiled within the job site ' 4 without the Engineer's approval. 5 8- 20.3(2) Excavating and Backfilling '6 7 Section 8- 20.3(2) is supplemented with the following: 8 (January 8, 2013 * * * * * *) '9 10 The Contractor shall supply all trenching necessary for the complete and proper installation 11 of the traffic signal system modifications. 12 Trenching shall conform to the following: ' 13 14 15 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 ' 16 narrow in width as practical to provide a minimum of pavement disturbance. The existing 17 18 pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. ' 19 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches 20 cover over conduits and shall be backfilled with 21 inches of controlled density fill, 21 vibrated in place, followed by either 3 inches minimum of HMA Cl 1/2" PG 58 -22 , or ' 22 a surface matching the existing pavement section, whichever is greatest. The asphalt 23 concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or 24 approved equal immediately before resurfacing, applied to the entire edge and full ' 25 depth of the pavement cut. Immediately after compacting the new asphalt surface to 26 conform to the adjacent paved surface, all joints between new and original 27 pavement shall be filled with joint sealant meeting the requirements of Section 9- 28 04.2. 29 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and 30 driveways shall be installed to conform with the City of Federal Way Luminaire , 31 Electrical Trench Detail. Such trenches shall be backfilled with bedding material two 32 inches (211) above and below the conduit, with the remaining depth of trench 33 backfilled with native material. If the Engineer determines that the native material is ' 34 unsuitable, Gravel Borrow shall be used. Sidewalks and driveways shall be removed 35 and replaced as specified. 36 4. Trenches for Schedule 40 PVC conduits to be located within the right -of -way and ' 37 outside the traveled way shall have a minimum of twenty -four inches (2411) cover over 38 conduits. Such trenches shall be backfilled with bedding material two inches (211) 39 above and below the conduit, with the remaining depth of trench backfilled with bank ' 40 run gravel unless the Engineer determines that spoils from the trench excavation are 41 suitable for backfill. 42 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall ' 43 match the elevation of the surrounding ground, including a matching depth of top 44 soil, mulch and /or sod if necessary to restore the trench area to its prior condition. 45 6. Contractor shall use joint trench where possible. ' 46 47 Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit 48 in any way. The backfill shall be thoroughly mechanically tamped in eight -inch (811) layers 49 with each layer compacted to ninety -five percent (95 %) of maximum density in traveled ' 50 ways, and ninety percent (90 %) of maximum density elsewhere at optimum soil moisture 51 content. 52 ' City of Federal Way RFB # 14 -102 S 320'x' Street Preservation Project Page 94 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 49 50 51 Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. Bedding material shall conform to Section 2.01 of the Standard Specifications. All trenches shall be properly signed and /or barricaded to prevent injury to the public. All traffic control devices to be installed or maintained in accordance with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. All conduits installed by boring shall use a surface launched steerable drilling tool. Drilling shall be accomplished using a high - pressure fluid jet toolhead. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system which measures the depth, lateral position, and roll shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduit being installed. Conduit which is being pulled into the tunnel shall be protected and supported so that it moves freely and is not damaged during installation. Excess drilling fluid and spoils shall be disposed of off -site at a legal disposal site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8- 20.3(4) Foundations Section 8- 20.3(4) is supplemented with the following: (December 18, 2009 * * * * * *) The foundation for the controller and service cabinets shall conform to the detail on the Plans. Conduits shall be centered horizontally except service conduit, which shall be placed at the side of the power panel. Pole foundations within the sidewalk area shall be constructed in a single pour to the bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. Pole foundations not within the sidewalk area shall incorporate a 3 -foot by 3 -foot by 4 -inch- thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be provided between the two units. 8- 20.3(5) Conduit Section 8- 20.3(5) is supplemented with the following: (March 16, 2011 * * * * * *) All conduits for signal cable, illumination circuits, and interconnect systems under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. All conduits shall have a minimum buried depth of twenty -four inches (24 "). PVC conduct ends shall have bell end PVC bushings. City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 95 2014 RFB ver. 1 -08 1 All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized 2 steel or Schedule 80 polyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall 3 be used for all road crossings whether they are signal, detector or illumination cable. 4 Schedule 40 PVC conduits may be used for detector lead -ins or illumination. Whenever PVC 5 conduit is used a ground wire shall be provided. 6 7 All conduit trenches shall be straight and as narrow in width as is practical to provide a 8 minimum of pavement disturbance. 9 10 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall 11 be equipped with weather heads. 12 13 Conduit for the service wires between the Puget Sound Energy pole and the service panel 14 and all above ground conduit shall be hot -dip galvanized rigid steel. 15 16 All conduits shall be clearly labeled at each junction box, handhole, vault or other utility 17 appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a 18 unique conduit number or color. The owner name shall be approved by the Engineer prior to 19 starting work. The recommended owner /type abbreviations are: 20 21 PSE — Puget Sound Energy 22 QWEST — Qwest 23 COMCAST(AT &T) /C — Cable 24 COMCAST(AT &T) /F — Fiber 25 SIC — City Signal Interconnect 26 City Spare — City spares 27 Cobra — COBRA luminaire system 28 29 Section 8- 20.3(5) is supplemented with the following: 30 31 (August 10, 2009 WSDOT NWR) 32 Conduit Seal, Detectable Tape and Location Wire 33 Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering 34 ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an 35 approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs 36 shall conform to the manufacturer's recommendations. Upon installation of wiring at other 37 locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare 38 conduit shall be plugged. 39 40 A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. 41 42 Detectable underground warning tape shall be placed 12- inches above all innerduct installed 43 in trenches. 44 45 Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all 46 innerduct installed in trenches. The location wire shall be placed directly above the conduit 47 containing innerduct in single conduit installations or between the conduits containing 48 innerduct in multiple conduit installations. 49 50 Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or 51 the cover hinge bracket with stainless steel bolts and straps. A 1 -foot loop of locate wire 52 shall be provided above the channel as shown in the Plans. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 96 2014 RFB ver. 1 -08 u (October 16, 2006 WSDOT NWR) Boring In addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for approval a pit plan and a proposed method of boring that includes, but is not limited to, the following: 1) A pit plan depicting: a) Protection of traffic and pedestrians. b) The dimension of the pit. c) Shoring, bracing, struts, walers or sheet piles. d) Type of casing. 2) The proposed method of boring, including: a) The boring system. b) The support system. c) The support system under and at the bottom of the pit. The shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6- 02.3(2)B may be used to seal the casing. 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8- 20.3(6) is supplemented with the following: 29 (March 13, 2012 * * * * * *) 30 Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable 31 vaults and pull boxes shall not be placed within the traveled way or shoulders. All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy -duty. Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. 50 Wiring shall not be pulled into any conduit until all associated junction boxes have been ' 51 adjusted to, or installed in, their final grade and location, unless installation is necessary to City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 97 2014 RFB ver. 1 -08 36 Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, 37 or interfere with any other previous or relocated installation. The lid of the junction box shall 38 be flush with the surrounding area and be adequately supported by abutting pavements or '39 soils. 40 41 Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have 42 slip resistant lids which meet the requirements of Americans with Disabilities Act (ADA) and 43 Public Right -of -Way Accessibility Guideline (PROWAG). Approved products are: 44 1.) Mebacl (their most aggressive surface) manufactured by IKG Industries 45 2.) SlipNOT Grade 3- coarse manufactured by W.S. Molnar Company. Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. 50 Wiring shall not be pulled into any conduit until all associated junction boxes have been ' 51 adjusted to, or installed in, their final grade and location, unless installation is necessary to City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 97 2014 RFB ver. 1 -08 1 1 maintain system operation. If wire is installed for this reason, sufficient slack shall be left to 2 allow for future adjustment. 3 , 4 Adjustments involving raising . or lowering the junction boxes shall require conduit 5 modification if the resultant clearance between top of conduit and the junction box lid 6 becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length ' 7 if sufficient slack as specified in Section 8- 20.3(8) is not maintained. No splicing will be 8 permitted. 9 , 10 Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J- 40.10- 11 01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan 1- 40.30 -01. ' 12 Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J- 40.30.01. 13 Junction box lids and frames shall be grounded per Section 8- 20.3(9). 14 Junction boxes shall be located at the station and offset indicated on the Plans except that '15 16 field adjustments may be made at the time of construction by the Engineer to better fit 17 existing field conditions. 18 ' 19 Junction boxes for copper and /or fiber signal interconnect shall be placed at a maximum 20 21 interval of 300 feet and shall be inscribed with "TS" as described on WSDOT Standard Plan J- 40.30 -01. ' 22 23 24 Heavy -duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in accordance with the following: ' 25 1. Excavation and backfill shall be in accordance with Section 2 -09. Excavation for 26 junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the 27 clear between their outer surface and the earth bank. ' 28 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6 -inch layer of 29 crushed surfacing top course, in accordance with 9- 03.9(3), placed on a compacted 30 or undisturbed foundation. The crushed surfacing shall be compacted in accordance ' 31 with Section 2- 09.3(1)E. 32 3. After installation, the lid /cover shall be kept bolted down during periods when work is 33 not actively in progress at the junction box, cable vault or pull box. ' 34 4. Before closing the lid /cover, the lid /cover and the frame /ring shall be thoroughly 35 brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or 36 other foreign matter between the bearing surfaces. ' 37 5. When the lid /cover is closed for the final time, a liberal coating of anti37 seize 38 compound shall be applied to the bolts and nuts and the lid shall be securely 39 tightened. ' 40 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, 41 which is nearest to adjacent shoulder. Hinges shall allow the lid to open 180 42 degrees. ' 43 44 8- 20.3(8) Wiring 45 Section 8- 20.3(8) is modified as follows: ' 46 47 (March 6, 2012 * * * * * *) 48 The following is inserted between the 3rd and 41h paragraph of this section: 49 ' 50 Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 51 3 -M 06147 or equal, leaving 3 feet of loose wire. ' 52 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 98 2014 RFB ver. 1 -08 ' 1 2 3 4 5 6 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 sheathing removed 8 inches and shall be dressed external to the splice. City of Federal Way S 320`b Street Preservation Project Page 99 RFB ver. 1 -08 RFB # 14 -102 2014 3 5 0 .. Loo p .3 ........................... .915 ........................... 925 935 ............................... 945 955 ......................................... 965 975 ............................... 985 995 ..... ............................... 905 Loop.3 ...................... . 916. The 14th paragraph, items 1 -4, of this section are deleted and replaced with the following: 956 . . . . . . . . . . . . . . . . . . . . . . . 966 . . . . . . . . . . . . . . . . . . . . . . 976 . . . . . . . . . . . . . . . . . . . . . . 986 . . . . . . . . . . . . . . . ............. 996 . . . . . . . . . . . . . . . . 906 . . . . . . . . . . . . . . . . . . . . . . . . .. Loo . ............................... 917 .. ... ..................... 917....... 927 ..... ................. 937 .... ....................... 947 .... ............................... 957 ..... 967 ..... ................. 977 .... ....................... 987 .... ............................... ' Field Wiring Chart (IMSA Standards) 918 928 938 948 958 968 978 988 998 908 501 +Input 508 AC +Detectors 502 AC- 509 AC +12 Volts 503 AC +Lights 510 Remote -Flash ' 504 AC +Lights 511 Remote -All Red 505 AC +Lights 512 -520 Special ' 506 AC +Control 551 -562 Interconnect 507 AC +Crosswalk 593 -598 Rail Road Preemption ' Phases 1 2 3 4 5 6 7 8 A B Orange...( B�)......................... 581 587 590 .Emergen�Y ............. Vehicle ............................... Yellow...( Call.).......................... ............................... ............................... 582. ............................... ..584.......................... 585. ............................... ................................................................................... 588. ............................... 591.................... ............................... ............................... , . ........................... . Preemption..........._ Blue ...( 6. B) :................................... ............................... 583. .............................._ 586. ............................... 589 ............................... 592.................... ............................... Vehicle Red 611 621 631 641 651 661 671 681 691 601 Heads Oran.... e ..................... ............................... . g ......................... ............................... 612......... 622.......... 632......... 642.........652......... 662.......... 672......... 682 .........692..........602..... ... , Green . . . . . . . . . 613 . . . . . . . . . . . . ............................................................ 623 633 643 . . . . . . . . . . . . . . . . 653 . . . . . . . . . . . . . . . . . . . . . . 663 . . . . . . . . . . . . . . . . . . . . . . . 673 . . . . . . . . . . . . . . . . . . . . . . 683 . . . . . . . . . . . . . . . . . . . . . . . . . . 693 . . . . . . . . . . . . . . . . . . 603 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Black ......... ..........................._614 White 616 624 626 634 . .. . .. . . . . . 636 644 . . . . . . . . . . . . . . . . . . . . . . 646 654 . . . . . . . . . . . . . . . . . . . . . . 656 664 . . . . . . . . . . . . . . . . . . . . . . . 666 674 . . . . . . . . . . . . . . . . . . . . . . 676 684 . . . . . . . . . . . . . . . . . . . . . . . . . . 686 694 . . . . . . . . . . . . . . . . . . 696 604 . . . . . . . . . . . . . . . . . . . . . . . . 606 ' ......................................................................................................................................................................................................................................................................................................................... (Common) ............................... .Pedestrian ................Red .... ( Hand)...... ............................... 711.......... 721.... ......731.........741.......... 751.......... 761......... 771......... 781.. ........791..........701....... Heads and Green (Man) 712 722 732 742 752 762 772 782 792 702 PPB White (Common 716 726 736 746 756 766 776 786 796 706 . for Lights) ................................. ............................... . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Orange 714 724 734 744 754 764 774 784 794 704 ' (Push button) ..... ..............................n ..................................................................................................................................................................................................................... ............................... Black (Common 715 725 735 745 755 764 775 785 795 705 ........................................................................................................................................................................................................................ .for Pushbutton) ............................... ' Vehicle Loop. 1.........._ ................... 811 821 .. ...................... 831 ............................... 841 851 ................. 861 ....................... 871 ............................... 881 ................. 891 801 ................. Detectors Loop... 1 ....................... ............................... 812.......... 822......... 832......... 862......... 882 ..........892.........802...... Loop.- . ............................... ..................... 813....... 23 8 .... 33 8 ..... 84842......... 3 ..... 85852.......... 3 ..... 8 63 .... 7872......... 83 ..... 83 8 .... 8 93 ..... 803 ... .. Loop..2 .................... 814 824 ....................................................................................................................................... 834 844 854 864 874 884 894 ............................... 804 - Loop..3 .................. ............... ..._815 825_..__.__835 845 855 865 875 885 895 805 .Loo p.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 ............................... Vehicle Loop .911 .. ..... 921 ................. .................. 931 941 ................. 951 ................. 961 ................. 971 .................. 981 .... ............................... 991 901 .................. Detectors/ ...1 .......................... Loop i .... .912 ... 922 ................. ..... 932 ............................... 942 952 ................. 962 ....................... 972 ............................... 982 ................. 992 902 .................. Count Loops Loop 2 ..... ..........................._913 ........... 923 933 943 953 963 973 983 993 Loon 2 914 924 934 944 954 964 974 984 994 904 .. Loo p .3 ........................... .915 ........................... 925 935 ............................... 945 955 ......................................... 965 975 ............................... 985 995 ..... ............................... 905 Loop.3 ...................... . 916. .926 - 936 .946 . . .. . .. . . . . . 956 . . . . . . . . . . . . . . . . . . . . . . . 966 . . . . . . . . . . . . . . . . . . . . . . 976 . . . . . . . . . . . . . . . . . . . . . . 986 . . . . . . . . . . . . . . . ............. 996 . . . . . . . . . . . . . . . . 906 . . . . . . . . . . . . . . . . . . . . . . . . .. Loo . ............................... 917 .. ... ..................... 917....... 927 ..... ................. 937 .... ....................... 947 .... ............................... 957 ..... 967 ..... ................. 977 .... ....................... 987 .... ............................... 997 ..... 907 ... .................. Loop 4 918 928 938 948 958 968 978 988 998 908 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 100 2014 RFB ver. 1-08 1 Section 8- 20.3(8) is supplemented with the following: 2 3 (March 6, 2012 * * * * * *) 4 All signal cable shall be consistent with Section 9 -29.3 of the Standard Specifications. The 5 end of every conductor at each wire termination, splice, connector or device, shall have a 6 PVC wire marking sleeve bearing as its legend the circuit number indicated in the wiring 7 schematic drawing. Where terminal strips are used as a connecting device between 8 conductors, the terminal strips shall also bear the circuit number. 9 10 Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the 11 circuit number and be thoroughly tested before being connected to the appropriate 12 terminal. 13 14 Circuit conductors shall be standard copper wire in all conduit runs with size specified on the 15 Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 16 AWG pole and bracket cable. 17 18 Section 8- 20.3(8) is supplemented with the following: 19 20 (April 14, 2003 WSDOT NWR) 21 Wire Labels 22 At each junction box, all illumination wires, power supply wires, and communication cable 23 shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the 24 sleeve shall bear the circuit number. For communication cable the sleeve shall be marked 25 "Comm. ". 26 27 (March 13, 1995 WSDOT NWR) 28 Wire Splices 29 All splices shall be made in the presence of the Engineer. 30 31 8- 20.3(9) Bonding and Grounding 32 Section 8- 20.3(9) is supplemented with the following: 33 34 (March 13, 2012 * * * * * *) 35 At points where shields of shielded conductors are grounded, the shields shall be neatly 36 wired and terminated on suitable grounding lugs. 37 38 Junction box lids and frames shall be grounded in accordance with Department of Labor and 39 Industries standards, and shall be grounded so that the ground will not break when the lid 40 is removed and laid on the ground next to the junction box. 41 42 All conduits which are not galvanized steel shall have bonding wires between junction 43 boxes. 44 45 Ground rods shall be copper clad steel, 3/4 -inch in diameter by 10 -feet long, connections 46 shall be made with termite welds. 47 48 At points where wiring shields of shielded conductors are grounded, the shields shall be 49 neatly wired and terminated on suitable grounding lugs. 50 51 Section 8- 20.3(9) is supplemented with the following: 52 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 101 2014 RFB ver. 1 -08 1 (August 21, 2006 WSDOT NWR) 2 Junction Box Grounding 3 Where shown in the Plans or where designated by the Engineer, the metal frame and lid of 4 existing junction boxes shall be grounded to the existing equipment grounding system. The 5 existing equipment grounding system shall be derived from the service serving the raceway 6 system of which the existing junction box is a part. 7 8 8- 20.3(14) Signal Systems 9 Section 8- 20.3(14) is supplemented with the following: 10 11 (August 10, 2009 WSDOT NWR) 12 Temporary Video Detection System 13 Temporary video detection systems shall be completely installed and made operational prior 14 to any associated induction loop being disabled. 15 16 8- 20.3(14)C Induction Loop Vehicle Detectors 17 Section 8- 20.3(14)C is modified as follows: 18 19 (December 18, 2009 * * * * * *) 20 Items 2 and the last two sentences of Item 4 are deleted. 21 22 (December 18, 2009 * * * * * *) 23 Item no. 5 of this section is deleted and replaced with the following: 24 25 5.) Each loop shall have 3 turns of loop wire. 26 27 (December 18, 2009 * * * * * *) 28 Item no. 11 of this section is deleted and replaced with the following: 29 30 11.) The detector loop sealant shall be a flexible traffic loop wire encapsulement. 31 Encapsulement shall be designated to enable vehicular traffic to pass over the 32 properly filled sawcut within five minutes after installation without cracking of 33 material. The encapsulement shall form a surface skin allowing exposure to 34 vehicular traffic within 30 minutes at 75 degrees F. and completely cure to a tough 35 rubber -like consistency within two to seven days after installation. Properly 36 installed and cured encapsulement shall exhibit resistance to defects of weather, 37 vehicle abrasion, motor oil, gasoline, antifreeze solutions, brake fluid, deicing 38 chemicals and salt normally encountered in such a manner that the performance of 39 the vehicle detector loop wire is not adversely affected. 40 41 Section 8- 20.3(14)C is supplemented with the following: 42 43 (January 31, 2012 * * * * * *) 44 One - quarter -inch (1/411) saw cuts shall be cleared of debris with compressed air before 45 installing three turns of loop wire. All detector loops shall be 6- foot - diameter circle with 46 diagonal mini -cut corners (no 90 degree corners) of not more than 1 -inch on the diagonal. 47 From the loops to the junction box, the loop wires shall be twisted two turns per foot and 48 labeled at the junction box in accordance with the loop schematics included in these Plans. 49 A 3/8 -inch saw cut will be required for the twisted pair. No saw cut will be within 3 feet of 50 any manhole or utility risers located in the street. Loops and lead -ins will not be installed in 51 broken or fractured pavement. Where such pavement exists it will be replaced in kind with 52 minimum 12 -foot sections. Loops will also not be sawed across transverse joints in the City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 102 2014 RFB ver. 1 -08 1 road. Loops to be placed in concrete will be located in full panels, a minimum 18 inches 2 from any expansion joint. 3 4 Existing Traffic Loops 5 The Contractor shall notify the City of Federal Way Traffic Engineer a minimum of five 6 working days in advance of pavement removal in the loop areas. The Contractor shall install 7 and maintain interim video detection until the permanent systems are in place. The interim 8 video detection shall be operational simultaneously with decommission of the existing 9 pavement loops. 10 11 If the Engineer suspects that damage to any loop, not identified in the Plans as being 12 replaced, may have resulted from Contractor's operations, the Engineer may, order the 13 Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall 14 be recorded and submitted to the Engineer. Loops that fail any of these tests shall be 15 replaced. 16 17 Loops that fail the tests, as described above, and are replaced shall be installed in 18 accordance with current City of Federal Way design standards and Standard Plans, as 19 determined by the Engineer. 20 21 If traffic signal loops that fail the tests, as described above, are not replaced and operational 22 within 48 hours, the Contractor shall install and maintain interim video detection until the 23 replacement loops are operational. The type of interim video detection furnished shall be 24 approved by the Engineer prior to installation. 25 26 8- 20.3(14)D Test for Induction Loops and Lead -in Cable 27 Section 8- 20.3(14)D is supplemented with the following: 28 29 (March 13, 2012 * * * * * *) 30 An inductance level below 75 microhenries is considered a failure for a round loop. 31 32 Test A - The resistance shall not exceed values calculated using the given formula. 33 34 Resistance per 1000 ft of 14 AWG, R = 3.26 ohms / 1000 ft 35 36 R = 3.26 x distance of lead -in cable (ft) 37 1000 ft 38 39 Test B and Test C in this section are deleted and replaced with the following: 40 Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier 41 connection. The 200 megohms or more shall be maintained after the splices are tested by 42 submerging them in detergent water for at least 24 hours. The tests will be conducted with 43 County personnel at the request of the Contractor. All costs incurred to meet this minimum 44 standard will be the responsibility of the Contractor. 45 46 Section 8- 20.3(14)D is supplemented with the following: 47 48 (October 5, 2009 WSOOT NWR) 49 Existing Lead -in Cable Test City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 103 2014 RFB ver. 1 -08 1 When new Induction loops are scheduled to be installed and spliced to an existing two - 2 conductor shielded detector lead -in cable, the Contractor shall perform the following: 3 1. Disconnect the existing detector lead -in cable in the controller cabinet and at the 4 loop splice. 5 2. Megger test both detector lead -in cable conductors. A resistance reading of less than 6 100 - megohms is considered a failure. 7 3. Detector lead -in cables that fail the test shall be replaced and then retested. 8 4. After final testing of the detector lead -in cable, the loop installation shall be 9 completed and the loop system tested according to Tests A, C and D. 10 5. Connect the detector lead -in cables in the controller cabinet. 11 12 (October S, 2009 WSDOT NWR) 13 Existing Loop Test 14 When two- conductor shielded detector lead -in cable is scheduled to be installed and spliced 15 to an existing loop, the Contractor shall perform the following: 16 1. Disconnect the existing loop from the detector lead -in splice. 17 2. Megger test the existing loop wire. A resistance reading of less than 100 - megohms is 18 considered a failure. 19 3. Loops that fail the test shall be replaced and then retested. 20 4. After the final testing of the loops, the detector lead -in cable installation shall be 21 completed and the loop system tested according to Tests A, C and D. 22 23 (December 18, 2009 * * * * * *) 24 8- 20.3(14)G Video Camera Detectors 25 26 The video camera shall be installed consistent with the manufacturer recommendations. 27 Controller cabinet equipment shall be installed in the cabinet by the Contractor. Connections to 28 cabinet equipment will be completed by the Engineer. 29 30 8- 20.3(17) "As Built" Plans 31 Section 8- 21.3(17) is deleted and replaced with the following: 32 33 (December 18, 2009 * * * * * *) 34 Upon completion of the project, the Contractor shall furnish an "as- built" drawing of the 35 intersection showing all signal heads, pole locations, detectors, junction boxes, Illumination 36 system showing luminaire locations, miscellaneous equipment, conductors, cable wires up to 37 the signal controller cabinet, and with a special symbol identifying those items that have 38 been changed from the original contract drawings. All items shall be located to within one 39 foot (1') horizontally and six inches (611) vertically above or below the finished surface grade. 40 41 (March 6, 2012 * * * * * *) 42 8- 20.3(18) Removal of Existing Signal Equipment 43 44 Where noted on the Plans, existing signal, illumination, and interconnect equipment shall be 45 removed by the Contractor. All salvaged signal, illumination, and interconnect equipment 46 materials shall be the property of the Contractor. 47 48 All other material removed shall become the property of the Contractor and shall be disposed of 49 off -site at a legal disposal site. 50 City of Federal Way RFB # 14 -102 S 320'h Street Preservation Project Page 104 2014 RFB ver. 1 -08 1 Where junction boxes are removed, the conduit and wire shall also be removed to the bottom 2 of the trench and the resulting hole backfilled with gravel borrow meeting the requirements of 3 Section 9- 03.14(1), unless the Engineer has approved the use of native material. 4 5 Removals associated with the electrical system shall not be stockpiled within the jobsite without 6 the Engineer's approval. 7 8 8 -20.4 Measurement 9 Section 8 -20.4 is modified as follows: 10 11 Paragraphs two, three and four are deleted and replaced with the following: 12 13 (January 8, 2013 * * * * * *) 14 "Video Detection Installation — S 320th Street and 25th Ave S, Complete" shall be measured 15 per lump sum for the total of all items for complete traffic signal system at the intersection 16 of S 320th Street and 25th Ave S. All items and labor necessary to supply, install, and test 17 the conduit, junction boxes, service circuit breaker and connections, connections with 18 existing conduit and junction boxes, mast arm mounted traffic signs, restoring facilities 19 destroyed or damaged during construction, salvaging existing materials, and all other 20 components necessary to make a complete traffic signal system shall be included within the 21 lump sum measurement. Luminaires and luminaire arms positioned on signal poles will be 22 considered a part of the traffic signal system lump sum measurement. Removal of an existing 23 signal system or existing signal components shall be included within the lump sum 24 measurement. All painting of components shall be considered incidental to the lump sum 25 measurement. No specific unit of measurement shall apply, but measurement will be made 26 for the sum total of all items to be furnished and installed. 27 28 Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches 29 and conduit /junction box installations containing traffic signal system elements will be 30 included in the lump sum measurement for "Video Detection Installation — S 320th Street 31 and 25th Ave S, Complete ". 32 33 8 -20.5 Payment 34 Section 8 -20.5 is deleted and replaced with the following: 35 36 (December 17, 2012 * * * * * *) 37 Payment will be made in accordance with Section 1 -04.1 for each of the following Bid Items: 38 "Video Detection Installation" — S 320th Street and 25th Ave S, Complete ", per lump sum. 39 40 The lump sum price for "Video Detection Installation" — S 320th Street and 25th Ave S, 41 Complete" shall be full pay for furnishing all labor, equipment, materials and supplies 42 necessary or incidental to the construction to complete the work as specified. This includes 43 and is not limited to all work related to the removal of existing signal equipment, the 44 installation of the video detection system. 45 46 Coordination of service connections with Puget Sound Energy and any necessary permits 47 and fees associated with the service connections shall be considered incidental to the bid 48 items included in this section and no additional compensation will be made. 49 50 Coordination with communication connections with Comcast, Qwest, or other 51 communication provider affected by this project, and any necessary permits and fees City of Federal Way RFB # 14 -102 ' S 32& Street Preservation Project Page 105 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 48 49 50 associated with the communications connections shall be considered incidental to the bid items included in this section and no additional compensation will be made. All costs for installing junction boxes and conduit containing traffic signal system, illumination system, decorative illumination system, festival outlet system and /or interconnect system wiring shall be incidental to the one bid item per this section and Section 8 -20.4 and no additional compensation will be made. All costs for painting shall be incidental and included in the bid items included in this section and no additional compensation will be made. Adjustment of junction boxes shall be incidental and included in the bid items included in this section and no additional compensation will be made. Restoration of facilities destroyed or damaged during construction shall be considered incidental to the bid items included in this section and no additional compensation will be made. SECTION 8 -22, Pavement Marking 8 -22.1 Description Section 8 -22.1 is supplemented with the following: (December 18, 2009 * * * * * *) Pavement markings shall conform to City of Federal Way Standard Details. Profiled and plastic lines shall conform to the pattern as shown on WSDOT Standard Plan M- 20.20 -01. 8 -22.3 Construction Requirements 8- 22.3(3)E Installation Section 8- 22.3(3)E is supplemented with the following: (March 13, 2012 * * * * * *) Methyl Methacrylate Pavement Markings The material must be applied using a two -part process in a single pass. The first process consists of spraying of catalyzed material to form a solid continuous baseline. The second process consists of extruding a curtain of catalyzed material onto a rotating spindle to create the structure or agglomerates. The structure is applied on top of the baseline prior to the application of reflective media. Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20 -01. 8- 22.3(3)G Glass Beads Section 8- 22.3(3)G is supplemented with the following: (March 13, 2012 * * * * * *) Methyl Methacrylate Pavement Markings Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 106 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 48 49 50 51 Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. 8- 22.3(6) Removal of Pavement Markings Section 8- 22.3(6) is supplemented with the following: (December 13, 2012 * * * * * *) As indicated on the plans, the Contractor shall remove existing pavement markings consisting of paint, plastic and raised pavement markings. 8 -22.4 Measurement Section 8 -22.4 is supplemented with the following: (December 13, 2012 * * * * * *) Measurement for the removal of all pavement markings will be by the lump sum. 8 -22.5 Payment Section 8 -22.5 is deleted and replaced with the following: (December 13, 2012 * * * * * *) Payment will be made in accordance with Section 1 -04.1 for each of the following Bid Items: "Paint Line ", per linear foot. "Profiled Plastic Line ", per linear foot. "Profiled Plastic Wide Line". per linear foot. "Profiled Plastic Dotted Wide Line ", per liner foot. "Plastic Crosswalk Line "I per square foot. "Plastic Stop Line ", per linear foot. "Plastic Traffic Arrow ". per each. "Removing Pavement Markings ", per lump sum. The lump sum bid price in the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to removing all types of markings and disposing of offsite. 8 -23 Temporary Pavement Markings 8 -23.4 Measurement ( * * * * * *) Temporary pavement marking will be measured by the linear foot. Temporary Raised Pavement Markers will be measured by the hundred Removing Temporary Raised Pavement Markers be measured by the hundred. 8 -23.5 Pavement ( * * * * * *) "Temporary Pavement Marking ", per linear foot. "Temporary Raised Pavement Markers"; per hundred. "Removing Temporary Raised Pavement Markers ", per hundred. 8 -30 Construction Identification Signs City of Federal Way RFB # 14 -102 ' S 320'' Street Preservation Project Page 107 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 48 49 50 51 Two (2) working days prior to the commencement of work, the Contractor shall furnish and erect two (2) Construction Identification Signs. The signs will be portable and placed at locations determined by the Engineer, to correspond to the areas in which the majority of work is being done, at that time. The signs shall be made from 3/4 -inch exterior grade plywood and conform to the Standard Plans in Appendix B. The signs shall be erected on suitable wooden posts and be maintained by the Contractor in a neat and presentable condition throughout the progress of the work. At project completion these signs shall be given to the Owner. 8 -30.2 Payment All costs in connection with the furnishing, erection, maintaining, and removal of the signs shall be considered incidental to and included in the cost for the project and no separate payment shall be made for this item. 8 -31 Portable Changeable Message Sign (PCMS) The PCMS shall meet the requirements of the MUTCD and the following: 1. Back - lighted split -flap 2. Fiber optic /shutter 3. Light emitting diode 4. Light emitting diode /shutter 5. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: 1. Be light emitting and must rely solely on reflected light. 2. Be solar powered. 3. Have a display consisting of individually controlled pixels no larger than 2 -1/2 inch by 2 -1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix. 4. When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. 5. Be capable of displaying alphanumeric characters that are a minimum of 18- inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. 6. The PCMS message, using 18 -inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. City of Federal Way S 3201h Street Preservation Project Page 108 RFB ver. 1 -08 RFB # 14 -102 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 7. The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign face shall be non -glare from all angles and shall not degrade due to exposure to ultraviolet light. 8. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disk /shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. 9. The light source shall be energized only when the sign is displaying an active message. 10. Be equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fails. The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by an easy to use controller that provides the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program new message, which may include moving arrows and chevrons. 5. Mirror the message currently being displayed or programmed. Portable changeable message sign(s) shall be available, on site, for the life of the project. The Contractor shall operate the PCMS in accordance with the approved traffic control plans or as directed by the Engineer. The PCMS shall not be used in lieu of sequential arrow signs. 8 -31.1 Measurement Portable Changeable Message Signs will be measured per day used on the project. The days of operation will be determined by the Engineer. Any days of operation in excess of those determined by the Engineer will be at the Contractors expense. 8 -31.2 Payment The unit contract price for the portable changeable message signs shall include all costs for furnishing the PCMS, transporting the PCMS to and from each project site, and maintaining the PCMS, and shall be incidental to the following: "Portable Changeable Message Sign" per day. The cost for relocation of the PCMS within each project limit will be paid in accordance with 1- 10.3(1). END OF DIVISION 8 City of Federal Way RFB # 14 -102 ' S 3201h Street Preservation Project Page 109 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 DIVISION 9 MATERIALS 9- 03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) Section 9- 03.8(2) is supplemented with the following: ESAUs The number of ESAL's for the design and acceptance of the HMA shall be 10 million. 9- 03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the IMF is determined as required in 5- 04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 9 -03.21 Recycled Material 9- 03.21(1) is supplemented with the following: No recycled glass shall be permitted in aggregate backfill or borrow products. SECTION 9 -14, Erosion Control and Roadside Planting 9- 14.1(1) Topsoil Type A Section 9- 14.1(1) is supplemented: Topsoil Type A shall be a readily available 3 -way commercial mix. Submit one (1) cubic foot sample to Engineer for approval. 40 9- 14.1(4) Compost Amended Soil City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 110 2014 RFB ver. 1 -08 Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 1" 3/4" 1/2" and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99 -100. The tolerance limits on sieves shall only apply to sieves with control points. 9 -03.21 Recycled Material 9- 03.21(1) is supplemented with the following: No recycled glass shall be permitted in aggregate backfill or borrow products. SECTION 9 -14, Erosion Control and Roadside Planting 9- 14.1(1) Topsoil Type A Section 9- 14.1(1) is supplemented: Topsoil Type A shall be a readily available 3 -way commercial mix. Submit one (1) cubic foot sample to Engineer for approval. 40 9- 14.1(4) Compost Amended Soil City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 110 2014 RFB ver. 1 -08 1 Section 9- 14.1(4) is added: 2 Compost Amended Soil shall be 70% Engineer accepted sand per Specifications 9 -03.13 3 Backfill for Sand Drains, thoroughly blended with 30% Compost per Section 9- 14.4(8). 4 Blended product shall be tested by the supplier with results demonstrating pH levels 5 between 6.0 and 7.5, and soluble salts not exceeding 4.0 mmhos /cm. A letter from the 6 soil testing lab shall be addressed to the Engineer attesting to the Lab's review and 7 certification of this project - specific Compost Amended Soil. Submit one (1) cubic foot 8 sample with soil lab certification of test results and letter of determination of compliance 9 to Engineer for approval. 10 9 -14.3 Fertilizer 11 (December 23, 2002) 12 Section 9 -14.3 is supplemented with the following: 13 14 Sufficient quantities of fertilizer shall be applied to supply the following application rates of 15 nutrients. The nitrogen applied shall be derived from isobutylidene diurea (IBDU), cyclo -di -urea 16 (CDU), or a time release, polyurethane coated source with a minimum release time of 6 17 months. The remainder may be derived from any source. 18 19 Trees and shrubs shall be fertilized with the following materials at the prescribed rates: 20 Calcium Nitrate 176 pounds per acre 21 Calcium Carbonate 1320 pounds per acre 22 Dolomite Limestone 1320 pounds per acre 23 24 Tackifier shall be applied at the following rates: 25 Slopes 2 horizontal to 1 vertical and flatter 40 pounds per acre 26 Slopes steeper than 2 horizontal to 1 vertical 80 pounds per acre 27 Ravelling or highly erosive steep slopes 120 pounds per acre 28 Fertilizer for Bioswale Seeding shall be commercially available organic slow release nitrogen 29 fertilizer, with insoluble phospahet and /or 0% soluble phosphate. Top dress seeded areas at the 30 rate recommended by the manufacturer for seeded lawns. Submit manufacturer's certification 31 and catalog cuts for approval. 9 -18 Precast Traffic Curb and Block Traffic Curb (December 12, 2012 * * * * * *) 9 -18.3 Vacant Section 9 -18.3 is deleted and replaced with the following: 9 -18.3 Block Traffic Curb In construction of the block traffic curb, the Contractor shall have the option of using either length block shown in the plans, provided the same length block is used throughout the entire project. City of Federal Way RFB # 14 -102 ' S 320`h Street Preservation Project Page 111 2014 RFB ver. 1 -08 1 The curb units shall be made from portland cement and high quality sand and gravel, the 2 proportions of which will be left to the discretion of the producer as long as the unit develops a 3 minimum compressive strength of 1,600 psi at 28 days when tested for end loading. 4 5 The proportions of sand, gravel, and cement, the type of forms used, and the method of 6 compacting the concrete in the forms shall all be such that as dense, smooth, and uniform a 7 surface as is practicable for a concrete masonry unit is obtained on the finished curb units. The 8 faces that are to be exposed shall be free from chips, cracks, air holes, honeycomb, or other 9 imperfections except that if not more than 5 percent of the curb units contain slight cracks, 10 small chips not larger than 1/2 inch, or air holes not more than 1/2 inch in diameter or depth, this 11 shall not be deemed grounds for rejection. The units used in any contiguous line of curb shall 12 have approximately the same color and surface characteristics. 13 14 SECTION 9 -21, Raised Pavement Markers (RPM) 15 16 9- 21.2(1) Physical Properties 17 Section 9- 21.2(1) is supplemented with the following: 18 19 Type 2 raised pavement markers shall NOT be ceramic. 20 21 SECTION 9 -29, Illumination, Signal, Electrical 22 23 9 -29.1 Conduit, Innerduct, and Outerduct 24 Section 9 -29.1 is supplemented with the following: 25 26 (June 5, 2000 WSDOT NWR) 27 Conduit Coatings 28 Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same 29 manner as conduit couplings. Electroplated fittings are not allowed. 30 31 Steel conduit entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a 32 minimum 1 -inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape 33 shall be installed per the manufacturer's recommendations. 34 35 9- 29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings 36 Section 9- 29.1(1) is supplemented with the following: 37 38 (August 10, 2009 WSDOT NWR) 39 Conduit Sealing 40 Mechanical plugs for cabinet conduit sealing shall be one of the following: 41 1. Tyco Electronics - TDUX 42 2. Jackmoon — Triplex Duct Plugs 43 3. O -Z Gedney — Conduit Sealing Bushings 44 45 The mechanical plug shall withstand a minimum of 5 psi of pressure. 46 47 9- 29.1(2) Rigid Metal Conduit Fittings and Appurtenances 48 Section 9- 29.1(2) is supplemented with the following: 49 50 (August 10, 2009 WSDOT NWR) 51 Conduit Coatings 52 Electroplated couplings are not allowed. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 112 2014 RFB ver. 1 -08 ' 2 (March 4, 2009 WSDOT NWR)) 3 Surface Mounting Conduit Attachment Components 4 Channel supports and all fastening hardware components shall be Type 304 stainless steel. S 6 9 -29.2 )unction Boxes, Cable Vaults and Pull Boxes 7 ' 8 9- 29.2(1) Standard Duty Junction Boxes 9 Section 9- 29.2(1) is supplemented with the following: 10 (January 21, 2011 WSDOT NWR) '11 12 Concrete Junction Boxes 13 The Non -slip lid and frame shall be made of the following material: 14 15 Non -slip lid ASTM A36 flat steel Non -slip frame ASTM A36 flat steel 16 Both the non -slip lid and non -slip frame shall be treated with Mebacl (their most aggressive ' 17 18 surface) as manufactured by IKG industries, or SlipNOT Grade 3- coarse as manufactured by W.S. Molnar Co. The non -slip lid shall be identified with permanent marking on the 19 underside indicating the type of surface treatment ("M1" for Mebac 1; or "S3" for SlipNot3) 20 21 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. 22 23 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes ' 24 Section 9- 29.2(2)A is supplemented with the following: 25 '27 26 (January 21, 2011 WSDOT GSP) Cable Vaults and Pull Boxes 28 All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and shared use 29 paths shall have slip resistant surfaces. The Standard Duty Cable Vaults and Pull Boxes steel 30 frame, lid support and lid shall be hot -dip galvanized. 31 The Non -slip lid and frame shall be made of the following material: 32 Non -slip lid ASTM A36 flat steel 33 Non -slip frame ASTM A36 flat steel 34 Both the non -slip lid and non -slip frame shall be treated with Mebacl (their most aggressive 35 surface) as manufactured by IKG industries, or SlipNOT Grade 3- coarse as manufactured by ' 36 W.S. Molnar Co. The non -slip lid shall be identified with permanent marking on the 37 underside indicating the type of surface treatment ("M1" for Mebac 1; or "S3" for SlipNot3) 38 and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness ' 39 formed by engraving, stamping or with a stainless steel weld bead. 40 41 9- 29.3(2)F Detector Loop Wire 42 Section 9- 29.3(2)F is deleted and replaced with the following: 43 44 (October 5, 2009 WSDOT NWR) 45 Detector Loop Wire 46 Detector loop wire shall use 14 AWG stranded copper conductors, and shall conform to 47 IMSA Specification 51 -7, with cross - linked polyethylene (XLPE) insulation encased in a 48 polyethylene outer jacket (PE tube). 49 50 9- 29.3(2)H Three - Conductor Shielded Cable '51 Section 9- 29.3(2)H is supplemented with the following: 52 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 113 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 48 49 50 51 52 (March 13, 2012 * * * * * *) Lead -in cable back to the controller for Opticom units shall be 3 -M detector 138 cable or equivalent. 9 -29.6 Light and Signal Standards Section 9 -29.6 is supplemented with the following: (August 6, 2012 WSDOT GSP) Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6- 03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm connecting bolts instead of lockwashers. All signal arm AASHTO M 164 connecting bolts tightening shall comply with Section 6- 03.3(33). Traffic signal standard types and applicable characteristics are as follows: Type PPB Pedestrian push button posts shall conform to Standard Plan J -20.10 or to one of the following pre- approved plans: Fabricator Northwest Signal Supply Inc. Valmont Ind. Inc. Ameron Pole Prod. Div. Union Metal Corp. West Coast Engineering Group KW Industries Drawing No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 DB00655 Rev. J Sheet's 1, 2 & 3 WA10TR -1 & WAPPBPBA TA -10035 Rev. R6 Sht. 1 WSDOT PP -01 Rev. 1 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 Type PS Pedestrian signal standards shall conform to Standard Plan J -20.16 or to one of the following pre- approved plans: Fabricator Northwest Signal Supply Inc. Ind. Inc. Ameron Pole Prod. Div. Union Metal Corp. West Coast Engineering Group American Pole Structures, Inc. KW Industries Drawing No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2Valmont DB00655 Rev.J Sht. 1, 2 & 3 WA10TR 1 & WA10TR -2 TA -10025 Rev. R17 Sht. 1 & 2 WSDOT PP -02 Rev. 1 WS -PP -03 Rev. 1D 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 Type I vehicle signal standards shall conform to Standard Plan J -21.15 or to one of the I following pre- approved plans: Fabricator Northwest Signal Supply Inc. City of Federal Way S 320"' Street Preservation Project RFB ver. 1 -08 Drawing No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 Page 114 RFB # 14 -102 2014 J I � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Valmont Ind. Inc. Ameron Pole Prod. Div Union Metal Corp. West Coast Engineering Group American Pole Structures, Inc. KW Industries DB00655 Rev. I Sht. 12 & 3 WA10TR -1 & WA10TR -2 TA -10025 Rev. R17 Sht. 1 & 2 WSDOT PP -02 Rev. 1 WS -PP -03 Rev. 1D 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 Type FB flashing beacon standard shall conform to Standard Plan 3-21.16 or the following pre- approved plan: Fabricator Union Metal Corp Valmont Ind. Inc. Ameron Pole Prod. Div. Northwest Signal Supply, Inc. KW Industries Drawing No. 50200 -1358 Rev. R6 Sht. 1 & 2 DB00655 Rev.J Sht. 12 & 3 WA10TR -1 & WA10TR -2 NWS 3540 Rev. 2 and NWS 3540B Rev. 2 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 Type RM ramp meter standard shall conform to Standard Plan 3-22.15 or the following pre - approved plan: Fabricator Union Metal Corp Valmont Ind. Inc. Ameron Pole Prod. Div. Northwest Signal Supply, Inc KW Industries Drawing No. 50200 -1358 Rev. R6 Sht. 1 & 2 DB00655 Rev. I Sht. 12 & 3 WA10TR -1 & WA10TR -2 NWS 3540 Rev. 2 and NWS 3540B Rev. 2 10- 200 -PED -1 Rev. 7, Sheets 1, 2 and 3 Type CCTV camera pole standards shall conform to one of the following pre- approved Plans: Fabricator Valmont Industries, Inc. Ameron Pole Product Div. West Coast Engineering Group American Pole Structures, LLC Union Metal Corporation Union Metal Corporation Northwest Signal Supply,Inc KW Industries Type II Characteristics: Luminaire mounting height Luminaire arms Luminaire arm length Signal arms City of Federal Way S 320'x' Street Preservation Project RFB ver. 1 -08 Drawing No. DB 00759 Rev. L W6CCTV1 Rev F & W6CCTV2 Rev A AP -WSDOT CP -01 -Rev. 3 WS -CP -01 Rev. 1C Sht. 1 & 2 Drawing No. P33 -13318, R10 Sheets 1, 2 of 2 Drawing No. P33 -13323, Rev. 3 Sheets 1, 2 of 2 Drawing No. NWS 3545 (For Type CCTV) Rev. 1 Drawing No. 10- 200 -CAM -1 Rev. 6, Sheets 1 and 2 Page 115 N.A. N.A. N.A. One Only RFB # 14 -102 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 Type II standards shall conform to one of the following pre- approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Length (max) Fabricator -(x) (y) (z) Drawing No. 65 ft. Valmont Ind. Inc. (2894) DB00625- Rev.R, Shts. 1, 2,3 & 4 65 ft. Union Metal Corp. (2900) 71026 -686 Rev. R9 Shts. 1, 2, & 3 65 ft. Ameron Pole Prod. Div. (2900) W3724 -1 Rev. 3 & W3724 -2 Rev.G 65 ft. Northwest Signal Supply Inc. (2802) NWS 3500 Rev. 4 or NWS 3500B Rev. 4 45 ft. American Pole Structures, Inc. (1875) WS -T2 -L Rev. 8 Sheet 1 & 2 of 2 65 ft. American Pole Structures, Inc. (2913) WS -T2 -H Rev. 8 Sheets 1 & 2 of 2 65 ft. KW Industries 10 -200 TSP -4 Rev. 5, Sheets 1, 2, and 3 65 ft West Coast Engineering Group WSDOTTS -01 Rev. 3 Sheets 1, 2, and 3 65 ft. Maico Industries (2894) WSDOTMA Rev. 3 Sheets 1, 2 and 3 Type III Characteristics: Luminaire mounting height 30 ft., 35 ft., 40 ft., or 50 ft. Luminaire arms One Only Luminaire arm type Type 1 Luminaire arm length (max.) 16 ft. Signal arms One Only Type III standards shall conform to one of the following pre- approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Length (max) Fabricator -(x) (y) (z) Drawing No. City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 116 2014 RFB ver. 1 -08 65 ft. Valmont Ind. Inc. (2947) DB00625- Rev.R, Shts. 1, 2, 3 & 4 and "J" luminaire arm 65 ft. Union Metal Corp. (2900) 71026 -1387 Rev. R11 Shts. 1, 2 & 3 65 ft. Ameron Pole Prod. Div. (2900) W3724 -1 Rev. J & W3724 -2 Rev. G and "J" luminaire arm 65 ft. Northwest Signal Supply Inc. (2802) NWS 3500 Rev. 4 or NWS 3500B Rev. 4 45 ft. American Pole Structures, Inc. (1875) WS- T31-L, Rev. 11 Sheets 1 & 2 of 2 65 ft. American Pole Structures, Inc. (2913) WS- T33-H, Rev. 10 Sheets 1 & 2 of 2 65 ft West Coast Engineering Group WSDOTTS -01 Rev. 3 Sheets 1, 2, and 3 65 ft. Maico Industries (2947) WSDOTMA Rev. 3 Sheets 1, 2 and 3 and "J" luminaire arm 65 ft. KW Industries 10 -200 TSP -3 Rev. 5, Sheets 1, 2, and 3 Type IV strain pole standards shall be consistent with details in the plans and Standard Plan 1-7c or one of the following pre- approved plans: Fabricator Northwest Signal Supply Inc. Valmont Industries, Inc. Ameron Pole Prod. Div. Union Metal Corp. American Pole Structures, Inc Maico Industries KW Industries KW Industries Drawing No. NWS 3520 Rev. 2 or NWS 3520B Rev. 2, DB006885, Rev, A Sheets 1 and 2 M3650 Rev. G EA -10224 Rev. R13 Sheet 1 of 1 9000 -12 -037 Rev. A WA -SP -4 Rev.2, Sheets 1 and 2 of 2 10- 200 -SP -1 Rev. 4, Sheets 1 and 2 10- 200 -SP -2 Rev. 5, Sheets 1 and 2 44 Type V combination strain pole and lighting standards shall be consistent with details in the 45 plans and Standard Plan J -7c or one of the following pre- approved plans: 46 47 Fabricator 48 Northwest Signal Supply Inc. 49 Valmont Industries, Inca 50 Ameron Pole Prod. Div. 51 Union Metal Corp. 52 American Pole Structures, Inc. City of Federal Way S 320'x' Street Preservation Project RFB ver. 1 -08 Drawing No. NWS 3520 Rev. 2 or NWS 3520B Rev. 2 DB006885, Rev. A Sheets 1 and 2 M3650 Rev. G EA- 10225, Rev. R13 Shts. 1 & 2 9020 -12 -007 Rev. B Page 117 RFB # 14 -102 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 Maico Industries WA -SP -5 Rev. 2, Sheets 1, 2 & 3 and "J" luminaire arm The luminaire arm shall be Type 1, 16 foot maximum and the luminaire mounting height shall be 40 feet or 50 feet as noted in the plans. Type SD standards require special design. All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals and pre- approved plans and as follows: 1. A 90 mph wind loading shall be used. 2. The Design Life and Recurrence Interval shall be 50 years for luminaire support structures. 3. Fatigue design shall conform to AASHTO Section 11, Table 11 -1 using fatigue category III. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for various types of standards shall be as follows: Type PPB As noted on Standard Plan J- 20.10. Type PS As noted on Standard Plan J- 21.10 -02 Type I As noted on Standard Plan J- 21.10 -02 Type FB As noted on Standard Plan J- 21.10 -02 Type RM As noted on Standard Plan J- 21.10 -02 Type CCTV As noted on Standard Plan J- 29.15 -00 Type II As noted in the Plans. Type III As noted in the Plans. Type IV As noted in the Plans and Standard Plan J -7c. Type V As noted in the Plans and Standard Plan J -7c. Type SD As noted in the Plans. 9- 29.6(1) Steel Light and Signal Standards Section 9- 29.6(1) is supplement with the following: (December 18, 2009 * * * * * *) Traffic signal standards and illumination standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- City of Federal Way RFB # 14 -102 S 320fl' Street Preservation Project Page 118 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 approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Support of Highway Signs, Luminaires, and Traffic Signals. Welding inspection shall comply with Section 6- 03.3(25)A, Welding Inspection. All traffic signal standards and arms shall be round tapered. Hardened washers shall be used with all signal arm - connecting bolts instead of lock washers. All signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proof load. Traffic signal standards shall conform to one of the following preapproved fabricator plans or approved equal: Standard Valmont Drawing No. Ameron Drawing No. Type PPB, PS, and I DB00655 Rev. B M3723 -1 Rev. E Type II DB00625 Rev. B, Sheets 1 2 and 3 W 3724 -1 Rev. E and W 3724 -1 Rev D Type III DB00625 Rev. B, Sheets 1, 2, and 3 and "J" luminaire arm W 3724 -1 Rev. E and W 3724 -1 Rev D and "J" luminaire arm Type IV and V 5000 -4 3650 -A Section 9- 29.6(1) is supplement with the following: (May 1, 2006 WSDOT NWR) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. 9- 29.18(3) Vacant Section 9- 29.18(3) is deleted and replaced with the following: (March 14, 2012 * * * * * *) 9- 29.18(3) Video Detection System NEW SECTION (March 14, 2012 * * * * * *) All video detection system items and materials furnished shall be new, unused, current production models installed and operational in a user environment and shall be items currently in distribution. The products shall have a proven record of field use at other installations for at least two (2) years of service not including prototype field trials prior to installation. Contractor shall provide Econolite AutoScope Solo Terra, Trafficon or approved equal video detection system. Approved equal video detection systems shall meet the following: General The detection of vehicles passing through the field -of -view of an image sensor shall be made available to a large variety of end user applications as simple contact closure outputs that reflect the current real -time detector or alarm state (on /off) or as summary traffic statistics that are reported locally or remotely. The contact closure outputs shall be provided to a traffic signal controller and comply with the National Electrical Manufacturers Association (NEMA) type C or D detector rack file standards. City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 119 2014 RFB ver. 1 -08 1 The system architecture shall fully support Ethernet networking of system components through 2 a variety of industry standard and commercially available infrastructures that are used in the 3 traffic industry. The data communications shall support direct connect, modem and multi -drop 4 interconnects. Simple, standard Ethernet wiring shall be supported to minimize overall system 5 cost and improve reliability, utilizing existing infrastructure and ease of system installation and 6 maintenance. Both streaming video and data communications shall be capable of being 7 interconnected over long distance through fiber optic, microwave or other commonly used 8 digital communications transport configurations. 9 10 In terms of the software application side of the network, the system shall be integrated through 11 a client - server relationship. A communications server application shall provide the data 12 communications interface between as few as one to as many as hundreds of Machine Vision 13 Processors (MVP) sensors (otherwise referred to as video detection cameras with built in 14 processors) and a number of client applications. The client applications shall either be hosted 15 on the same PC as the communications server or may be distributed over a local area network 16 of PC's using the industry standard TCP /IP network protocol. Multiple client applications shall 17 execute simultaneously on the same host or multiple hosts, depending on the network 18 configuration. Additionally, a web - browser interface shall allow use of industry standard 19 internet web browsers to connect to MVP sensors for setup, maintenance and playing digital 20 streaming video. 21 22 System Hardware 23 The video detection system hardware shall consist of the following components: 24 1. A color, 22x zoom Machine Vision Processor (MVP) sensor. 25 2. A modular cabinet interface unit. 26 3. A communication interface panel. 27 4. Surge suppresser/ lightning protection. 28 5. A portable color monitor to be permanently placed within the signal controller cabinet. 29 6. All other necessary equipment for setup, maintenance and operation of the video 30 detection system including but not limited to programming device and specialty tools. 31 32 The real -time performance shall be observed by viewing the video output from the sensor with 33 overlaid flashing detectors to indicate current detection state (on /off). The MVP sensor shall be 34 capable of optionally storing cumulative traffic statistics internally in non - volatile memory for 35 later retrieval and analysis. 36 37 The MVP shall communicate to the modular cabinet interface unit via the communications 38 interface panel and the software applications using the industry standard TCP /IP network 39 protocol. The MVP shall have a built -in, Ethernet - ready, Internet Protocol (IP) address and shall 40 be addressable with no plug in devices or converters required. The MVP shall provide standard 41 MPEG -4 streaming digital video. Achievable frame rates vary from 5 to 30 frames per second as 42 a function of video quality and available bandwidth. 43 44 The modular cabinet interface unit shall communicate directly with up to eight (8) MVP sensors 45 and shall comply with form factor and electrical characteristics to plug directly into a NEMA type 46 C or D detector rack providing up to thirty -two (32) inputs and sixty-four (64) outputs to a 47 traffic signal controller. 48 49 The communications interface panel shall provide four (4) sets of three (3) electrical 50 terminations for three wire power cables for up to eight (8) MVP sensors that may be mounted 51 on a pole or mast arm with a traffic signal cabinet or junction box. The communication 52 interface panel shall provide high- energy transient protection to electrically protect the modular City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 120 2014 RFB ver. 1 -08 1 cabinet interface unit and connected MVP sensors. The communications interface panel shall 2 provide single -point Ethernet connectivity via RJ45 connector for communication to and 3 between the modular cabinet interface module and the MVP sensors. 4 5 System Software 6 The MVP sensor embedded software shall incorporate multiple applications that perform a 7 variety of diagnostic, installation, fault tolerant operations, data communications, digital video 8 streaming and vehicle detection processing. The detection shall be reliable, consistent and 9 perform under all weather, lighting and traffic congestion levels. An embedded web server shall 10 permit standard internet browsers to connect and perform basic configuration, maintenance and 11 video streaming services. 12 13 There shall be a suite of client applications that reside on the host client /server PC. The 14 applications shall execute under Microsoft Windows 7, Vista or XP. Client applications shall 15 include: 16 1. Master network browser: Learn a network of connected modular cabinet interface units 17 and MVP sensors, display basic information and launch applications software to perform 18 operations within that system of sensors. 19 2. Configuration setup: Create and modify detector configurations to be executed on the 20 MVP sensor and the modular cabinet interface unit. 21 3. Operation log: Retrieve, display and save field hardware run -time operation logs of 22 special events that have occurred. 23 4. Streaming video player: Play and record streaming video with flashing detector overlay. 24 5. Data retrieval: Fetch once or poll for traffic data and alarms and store on PC storage 25 media. 26 6. Communications server: Provide fault - tolerant, real -time TCP /IP communications 27 to /from all devices and client applications with full logging for systems integration. 28 29 Machine Vision Processor (MVP) Sensor 30 The MVP sensor shall be an integrated imaging color CCD array with zoom lens optics, high - 31 speed, dual -core image processing hardware bundled into a sealed enclosure. The CCD array 32 shall be directly controlled be the dual -core processor, thus providing high - quality video for 33 detection that has virtually no noise to degrade detection performance. It shall be possible to 34 zoom the lens as required for setup and operation. It shall provide JPEG video compression as 35 well as standard MPEG -4 digital streaming video with flashing detector overlay. The MVP shall 36 provide direct real -time iris and shutter speed control. The MVP image sensor shall be equipped 37 with an integrated 22x zoom lens that can be changed using configuration computer software. 38 The digital streaming video output and all data communications shall be transmitted over the 39 three -wire power cable. 40 41 The MVP sensor shall operate on 110/220 VAC, 50 /60Hz at a maximum of 25 watts. The 42 camera and processor electronics shall consume a maximum of 10 watts and the remaining 15 43 watts shall support an enclosure heater. 44 45 Placement of detection zones shall be by means of a PC with a Windows 7, Vista or XP 46 operating system with a keyboard and mouse. The detection zones shall be superimposed on 47 images of the traffic scenes and viewable as such on the PC monitor. The detection zones shall 48 be created by using a mouse to draw the detection zones on the PC monitor. Using the mouse 49 and keyboard it shall be possible to place, size and orient detection zones to provide optimal 50 road coverage for vehicle detection. It shall be possible to download detector configurations 51 from the PC to the MVP sensor and cabinet interface module, to retrieve the detector City of Federal Way RFB # 14 -102 S 320'' Street Preservation Project Page 121 2014 RFB ver. 1 -08 1 configuration that is currently running in the MVP sensor and to back up detector configurations 2 by saving them to a PC storage device. 3 4 The video detection system shall optimally detect vehicle passage and presence when the MVP 5 sensor is mounted thirty (30) feet or higher above the roadway, when the image sensor is 6 adjacent to the desired coverage area and when the distance to the farthest detection zone 7 locations are not greater than ten (10) times the mounting height of the MVP. The 8 recommended deployment geometry for optimal detection also requires that there be an 9 unobstructed view of each traveled lane where detection is required. Although optimal 10 detection may be obtained when the MVP is mounted directly above the traveled lanes, the MVP 11 shall not be required to be directly over the roadway. The MVP shall be able to view either 12 approaching or receding traffic or both in the same field of view. The preferred MVP sensor 13 orientation shall be to view approaching traffic since there are more high contrast features on 14 vehicles as viewed from the front rather than the rear. The MVP sensor placed at a mounting 15 height that maximizes vehicle image occlusion shall be able to simultaneously monitor a 16 maximum of six (6) traffic lanes when mounted at the road -side or up to eight (8) traffic lanes 17 when mounted in the center with four lanes on each side. 18 19 Modular Cabinet Interface Unit 20 The modular cabinet interface unit shall provide the hardware and software means for up to 21 eight (8) MVP sensors to communicate real -time detection states and alarms to a local traffic 22 signal controller. It shall comply with the electrical and protocol specifications of the detector 23 rack standards. The card shall have 1500 Vrms isolation between rack logic ground and street 24 wiring. 25 26 The modular cabinet interface unit shall be a simple interface card that plugs directly into a 27 NEMA type C or D detector rack. The modular cabinet interface unit shall occupy only two (2) 28 slots of the detector rack. The modular cabinet interface unit shall accept up to sixteen (16) 29 phase inputs and shall provide up to twenty -four (24) detector outputs. 30 31 Communications Interface Panel 32 The communications interface panel shall support up to eight (8) MVP sensors and shall accept 33 110/220 VAC, 50/60 Hz Power. The communications interface panel shall provide predefined 34 wire termination blocks for MVP sensor power connections, a Broadband- over - Power -Line (BPL) 35 transceiver to support up to 10Mb /s interdevice communications, electrical surge protectors to 36 isolate the modular cabinet interface unit and MVP sensors and an interface connector to cable 37 directly to the modular cabinet interface unit. 38 39 The communications interface panel shall provide power for up to eight (8) MVP sensors, taking 40 local line voltage 110/220 VAC, 50/60 Hz and producing 110/220 VAC, 50/60 Hz, at about 30 41 watts to each MVP sensor. Two 1.25 amp SLO -BLO fuses shall protect the communications 42 interface panel. 43 44 Surge Suppresser 45 An EDCO CX06 -BNCY or approved equal transient surge suppresser shall be provided for each 46 MVP sensor. 47 48 Installation and Training 49 The product supplier of the video detection system shall supervise the installation and the 50 testing of the video equipment. A factory certified representative from the manufacturer shall 51 be on -site during installation. The factory representative shall install, make fully operational, 52 and test the system as indicated on the intersection drawings and this specification. City of Federal Way RFB # 14 -102 S 3206' Street Preservation Project Page 122 2014 RFB ver. 1 -08 1 2 One day of training shall be provided to personnel of the City of Federal Way and King County in 3 the operation, set -up and maintenance of the video detection system. Instruction and materials 4 shall be produced for a maximum of 7 persons and shall be conducted at the City of Federal 5 Way City Hall or King County signal shop. 6 7 9 -29.19 Pedestrian Push Buttons 8 Section 9 -29.19 is deleted and replaced with the following: 9 10 (August 1, 2012 * * * * * *) 11 The Contractor shall provide and install accessible pedestrian pushbuttons and signs, as 12 shown on the Plans. The position of the pedestrian pushbuttons shall be located in a 13 manner such that the tactile arrow is aligned parallel to the direction of travel for the 14 crosswalk which the pushbutton is intended to serve; however final positioning for the 15 optimum effectiveness shall be approved by the Engineer. Accessible Pedestrian Pushbutton 16 units shall be Campbell Company Model Advisor Guide Accessible Pedestrian Station (ALPS) 17 or approved equal and shall meet the following requirements: 18 19 Pushbuttons shall be mounted to the poles by means of stainless steel bolts. All mountings 20 shall be securely fastened as approved by the Engineer. 21 22 The sign legend to be used shall be sign designation R10 -3e and shall be nine (9) inches by 23 fifteen (15) inches. All mounting bolts shall be non - corrosive stainless steel. 24 25 The pedestrian pushbutton housing shall be aluminum and shall be painted black. Unit(s) 26 shall operate at a temperature range of -35C to 85C. Power requirements shall be 120 VAC, 27 60 Hz (100 ma, typical +/- 20 %). 28 29 Pedestrian indicators shall include an audible speaker, call confirmation LED and vibrotactile 30 arrow. The audible speaker shall be programmable to have a button locator tone, 31 acknowledgement tone /message, walk cycle tone /message and clearance tone /message. 32 The unit(s) shall have automatic volume controls for message strength over ambient noise 33 levels. The walk tone /message shall be programmable to stop with the walk signal or other 34 user settable time. The unit(s) shall be user settable for Accessible Pedestrian Signal (APS) 35 message initiation with an extended press or on call. 36 37 The call confirmation LED shall be red with 160 degree view ability and once activated shall 38 remain illuminated until the corresponding walk indication is given. An audible 39 acknowledgement message of "WAIT" shall accompany each activation of the call 40 confirmation LED. 41 42 The locator tone shall be active for a time of 0.15 seconds or less and shall repeat at 1 43 second intervals. The locator tone shall be intensity responsive to ambient sound and be 44 audible from six (6) feet to twelve (12) feet from the pushbutton with a maximum of 5 dBA 45 louder than ambient sound. 46 47 A walk cycle audible message shall be set for each pushbutton unit and shall be patterned 48 after the model: "Broadway. Walk sign is on to cross Broadway." The walk cycle message 49 shall be intensity responsive to ambient sound with a volume 5 dBA above ambient sound 50 up to a maximum volume of 100 dBA. The walk cycle message shall be audible from the 51 beginning of the associated crosswalk during the walk interval only. 52 City of Federal Way RFB # 14 -102 S 320`x' Street Preservation Project Page 123 2014 RFB ver. 1 -08 City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 124 2014 RFB ver. 1 -08 1 The vibrotactile arrow shall be located on the pushbutton and shall have high visibility 2 contrast of either light on dark or dark on light. The pushbutton units shall be installed in a 3 manner such that the vibrotactile arrow is aligned parallel to the direction of travel for the ' 4 crosswalk which the pushbutton is intended to serve. The vibrotactile arrow shall activate 5 with the walk cycle. ' 6 7 9 -29.20 Pedestrian Signals 8 Section 9 -29.20 is supplemented with the following: 9 , 10 (December 12, 2011) 11 The symbol message modules shall plug directly into the transformer or be solid -state 12 modules. ' 13 14 Side mountings shall be clamshell mountings Type "E," as shown on WSDOT Standard 15 Plan 3- 20.16 -00 unless otherwise noted on The Plans. All terminal compartments shall be ' 16 painted in the same manner as specified for signal housings. All pedestrian head mounting 17 bolts shall be noncorrosive stainless steel. Where pedestrian signal heads are to be fastened 18 to the vehicle signal pole, the Contractor shall securely attach the clamshell mounting to the ' 19 pole using stainless steel Allen -head bolts. 20 Pedestrian display housings shall have a minimum depth capable of accommodating a '21 22 Campbell Advisor Pedestrian Pushbutton Controller in the rear of the housing. 23 9- 29.20(1) LED Pedestrian Displays '24 25 Section 9- 29.20(1) is modified as follows: 26 27 Section 9- 29.20(1), Paragraph 1, Items la, 1b, lc, le, 1f, 1g and 1h are deleted. t 28 (March 6, 2012 * * * * * *) 29 Section 9- 29.20(1) is supplemented with the following: '30 31 32 (December 18, 2009 * * * * * *) 33 Pedestrian signals shall be LED Countdown units as manufactured by Dialite Corporation or ' 34 approved equal per the specifications included in the appendices of these Special Provisions. 35 All pedestrian signal displays shall be the light emitting diode (LED) type with displays for '36 37 "HAND ", "MAN" and a countdown timer. Each LED pedestrian signal module shall not 38 require special tools for installation. The installation of an LED pedestrian module shall not 39 require any modification to the housing. Each LED pedestrian module shall be a single, self- ' 40 contained device, not requiring any on -site assembly for installation into any pedestrian 41 signal housing. The power supply for the LED pedestrian module may be packaged as a 42 separate module. ' 43 44 All pedestrian "HAND" modules and countdown timer display modules shall be Portland 45 Orange and shall conform to current ITE Standards for size, chromaticity, and intensity. LED ' 46 pedestrian "HAND" modules shall be manufactured with a matrix of AIInGaP LED light 47 sources. All pedestrian walking "MAN" modules shall be Lunar White and shall conform to 48 current ITE Standards for size, chromaticity, and intensity. LED pedestrian walking "MAN" ' 49 modules shall be manufactured with a matrix of InGaN LED light sources. The "HAND" and 50 walking "MAN" message- bearing surfaces shall be filled (not outline) symbols. The LED City of Federal Way RFB # 14 -102 S 320`h Street Preservation Project Page 124 2014 RFB ver. 1 -08 1 pedestrian modules shall be operationally compatible with controller and conflict monitors 2 on this Project. 3 4 The LED pedestrian module shall be rated for use in the ambient operating temperature 5 range of minus 40 degrees C to 74 degrees C. Each LED pedestrian module shall be 6 protected against dust and moisture intrusion per the NEMA Moisture Resistance STD 250- 7 1991 for Type 4 enclosures to protect all internal components. The assembly, 8 manufacturing, and mounting of the LED pedestrian module shall be designed to assure all 9 internal LED and electronic components are adequately supported to withstand mechanical 10 shock and vibration from high winds and other sources. The manufacturer's name, 11 trademark, serial number, and other necessary identification shall be permanently marked 12 on the backside of the LED pedestrian module. LED signal pedestrian modules used on this 13 Project shall be from the same manufacturer. A label shall be provided on the LED housing, 14 and the Contractor shall mark the label with a permanent marker to note the installation 15 date. 16 17 LED pedestrian modules shall operate at a maximum power consumption of 15W. Each LED 18 pedestrian module shall be operated from a 60 plus 3 -Hz AC line over a range of 80 VAC to 19 135 VAC. Nominal operating voltage for all measurements shall be 120 plus 3 volts rms. 20 The LED circuitry shall prevent flicker at less than 100 Hz over the voltage range specified 21 above. Fluctuations in the line voltage specified above shall not affect luminous intensity by 22 more than plus 10 percent. The signal module on -board noise transients and low- repetition 23 high- energy transients shall be as stated in Section 2.1.6, NEMA Standard TS -2, 1992. The 24 individual LED light sources shall be wired so that catastrophic failure of any one LED light 25 source will result in the loss of not more than 20 percent of the signal module light sources. 26 LED pedestrian signal modules shall provide a power factor of 0.90, or greater, when 27 operated at nominal operating voltage, and 25 degrees C. Total harmonic distortion induced 28 into an AC power line by an LED pedestrian module shall not exceed 20 percent. Each LED 29 pedestrian module and associated onboard circuitry shall meet Federal Communications 30 Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of 31 electrical noise. Two secured, color- coded, 600V, 20AWG minimum, jacketed wires, 32 conforming to the National Electric Code, rated for service at 105 degrees C, are to be 33 provided for electrical connection. 34 35 LED signals shall show no evidence of illumination for input voltages below 35 volts. LED 36 signals shall supply illumination current (unregulated) for all input voltages higher than 37 45 volts (and conform to appropriate intensity requirements specified above 80 volts). 38 39 The manufacturer shall provide a written warranty against defects in materials and 40 workmanship for the LED signal modules for a period of 60 months and against loss of 41 intensity below 50 percent of original values for a period of 36 months after installation of 42 the modules. All warranty documentation shall be given to the Engineer prior to installation. 43 44 9- 29.20(2) Neon Grid Type 45 Section 9- 29.20(2) is deleted. 46 (March 13, 2012 * * * * * *) 47 48 SECTION 9 -34, Pavement Marking Material 49 50 9- 34.3(4) Type D — Liquid Cold Applied Methyl Methacrylate 51 Section 9- 34.3(4) is supplemented with the following: 52 City of Federal Way RFB # 14 -102 S 3201h Street Preservation Project Page 125 2014 RFB ver. 1 -08 (March 13, 2012 * * * * * *) The methyl methacrylate (MMA) material shall be formulated as a long -life durable pavement marking system capable of providing a minimum of two years of continuous performance. The material shall be a catalyzed methyl methacrylate (MMA), wet - continuous reflective product and placed shall have a dry time (cure) to the touch of no more than 30 minutes. The material shall be capable of retaining reflective glass beads and ceramic micro - crystalline elements of the drop -on or spray -on type as specified by the manufacturer. The binder shall be lead free and suitable for bituminous and concrete pavements. 9 -34.4 Glass Beads for Pavement Marking Materials Section 9 -34.4 is supplemented with the following: (March 13, 2012 * * * * * *) Methyl Methacrylate Pavement Markings Optics Glass Beads Surface -drop glass beads shall be the "Utah Blend" with a Methacrylate compatible coupling agent approved by the material manufacturer. Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. Bonded Core Elements Surface -drop ceramic elements shall be the Series 50M or 70M with a Methacrylate compatible coupling agent approved by the material manufacturer. Elements shall meet or exceed a minimum initial value of 150 mcd for white and 125 mcd for yellow per ASTM 2176. The bonded core reflective elements shall contain either clear or yellow tinted microcrystalline ceramic beads bonded to the opacified core. These elements shall not be manufactured using lead, chromate or arsenic. All "dry- performing" microcrystalline ceramic beads bonded to the core shall have a minimum index of refraction of 1.8 when tested using the liquid oil immersion method. All "wet performing" microcrystalline ceramic beads bonded to the core shall have a minimum index of refraction of 2.30 when tested using the liquid oil immersion method. There are two gradations for the bonded core elements, standard size and "S" series. "S" series is a slightly finer gradation of elements compared to standard. Element Gradations Mass Percent Passing ASTM D1214 US Mesh Micron Standard Elements "S" Series 12 1700 80 -100 85 -100 14 1410 45 -80 70 -96 16 1180 5 -40 50 -90 18 1000 0 -20 5 -60 20 850 0 -7 0 -25 30 600 1 0 -7 40 41 A sample of bonded core reflective elements supplied by the manufacturer shall show 42 resistance to corrosion of their surface after exposure to a 1% solution (by weight) of City of Federal Way RFB # 14 -102 S 320fl' Street Preservation Project Page 126 2014 RFB ver. 1 -08 1 sulfuric acid. The 1% acid solution shall be made by adding 5.7 cc of concentrated acid into 2 1000cc of distilled water. CAUTION: Always add the concentrated acid into the water, not 3 the reverse. 4 5 The bonded core elements are surface treated to optimize embedment and adhesion to the 6 MMA binder. Elements treated for use with MMA shall have identification on packaging or 7 label to indicate use with the MMA binder. 8 9 Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by 10 one (1) linear foot of marking. 11 12 Reflectance 13 Typical initial retro reflectance values are shown in the Table below. Typical retro reflectivity 14 is averaged over many readings. Minimum Retro reflectivity results represent average 15 performance for smooth pavement surfaces. Values represent both standard and "S" Series 16 elements. Results may vary due to differences in pavement type and surface roughness. 17 Increased element drop rate may be necessary to compensate for increased surface area 18 characteristic of rough pavement surfaces. The initial retro reflectance of a single 19 installation shall be the average value determined by the measurement procedures outlined 20 in ASTM E 1710, using a 30 -meter (98.4 feet) retro - reflectometer. RL shall be expressed in 21 units of millicandelas per square foot per foot - candle [mcd(ft- 2)(fc -1)]. 22 23 The optics incorporated into the pavement marking system shall be tested and certified by 24 an independent laboratory to meet ASTM E2177 for wet - recovery and ASTM E2176 for wet - 25 continuous performance levels. 26 27 The pavement marking system installed shall meet a minimum Dry reflectance value of 700 28 MCD /M2 /LX for white pavement markings and 500 MCD /M2 /LX for yellow pavement 29 markings and wet- recovery (as described by ASTM 2177) reflectance value of 375 30 MCD /M2 /LX for white pavement markings and 280 MCD /M2 /LX for yellow pavement 31 markings, and wet - continuous (as described by ASTM 2176 testing) reflectance values of 32 150 MCD /M2 /LX for white pavement markings and 125 MCD /M2 /LX for yellow pavement 33 markings as measured with a 30 meter device approved by the Traffic Engineering Division 34 (TED). 35 36 The Contractor will be required to take and record readings every 500 feet utilizing a 30 37 meter device approved by the Traffic Engineering Division. These readings shall be recorded 38 on the daily report and submitted to the project engineer at the end of each work day or 39 shift. 40 41 42 43 END OF DIVISION 9 City of Federal Way RFB # 14 -102 ' S 320`' Street Preservation Project Page 127 2014 RFB ver. 1 -08 Minimum Initial Retro Reflectance Values White Yellow D ASTM E1710 700 500 Wet recovery ASTM E2177 375 280 Wet continuous ASTM E2176 150 125 41 42 43 END OF DIVISION 9 City of Federal Way RFB # 14 -102 ' S 320`' Street Preservation Project Page 127 2014 RFB ver. 1 -08 APPENDIX A FHWA 1273 City of Federal Way RFB # 14 -102 South 3206' Street Preservation Project 2014 RFB ver. 1 -08 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA -1273 -- Revised May 1, 2012 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) 1. GENERAL 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. 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 et seq.) set forth under 26 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 specific 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." 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. 1 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 contractor's 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: t 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. 1 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. 5. 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 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. I 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 i incorporate an EEO clause into each union d fa th efforts to un n ' 9 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 r rovide 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. I 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 carry 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. 111. 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 classified 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 section; 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 1 7 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 specified 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 classified 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 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