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2000-060 Mead Avenue Improvement 16th Ave to 11th Ave Agreement with Superior Paving Co.
CityC/j-kty(ILT) City of Yakima stp wu Engineering Division MEAD AVENUE IMPROVEMENT MEAD AVENUE FROM 16TH AVE. TO 11TH AVE. City Project No. 1919 FA NO. STPUS-4570(001), LA 5005 Construction Contract Specifications & Bid Documents 129 North Second Street Yakima, WA 98901 June 2004 Phone (509) 575-6111 Fax (509) 576-6305 BID SUMMARY SHEET City of Yakima Mead Avenue Improvement City Project No. 1919 F.A. No. STPUS, TA 1976 ENGINEERS ESTIMATE SUPERIOR PAVING, INC. 5% BID BOND COLUMBIA ASPHALT 5% BID BOND MRM CONSTRUCTION INC. 5% BID BOND ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS UNIT PRICE DOLLARS AMOUNT DOLLARS UNIT PRICE DOLLARS AMOUNT DOLLARS UNIT PRICE DOLLARS AMOUNT DOLLARS 1 SPILL PREVENTION PLAN 1 LS $750.00 $750.00 $500.00 $500.00 $1,000.00 $1,000.00 $750.00 $750.00 2 MOBILIZATION 1 LS $15,000.00 $15,000.00 $30,805.00 $30,805.00 $32,562.00 $32,562.00 $50,148.75 $50,148.75 3 TRAFFIC CONTROL SUPERVISOR 550 HR $32.00 $17,600.00 $42.00 $23,100.00 $35.50 $19,525.00 $37.50 $20,625.00 4 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS $10,000.00 $10,000.00 $10,000.00 $10,000.00 $59,890.00 $59,890.00 $40,000.00 $40,000.00 5 CONSTRUCTION SIGN CLASS 'A' 287 SF $10.00 $2,870.00 $10.50 $3,013.50 $6.90 $1,980.30 $7.75 $2,224.25 6 TEMPORARY TRAFFIC CONTROL DEVICES 1 LS $3,000.00 $3,000.00 $4,500.00 $4,500.00 $4,505.00 $4,505.00 $3,762.00 $3,762.00 7 CLEARING AND GRUBBING 1 LS $20,000.00 $20,000.00 $18,250.00 $18,250.00 $36,000.00 $36,000.00 $9,510.00 $9,510.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS $1,000.00 $1,000.00 $5,120.00 $5,120.00 $24,000.00 $24,000.00 $5,235.00 $5,235.00 9 ROADWAY EXCAVATION, INCL. HAUL 4,000 CY $34.00 $136,000.00 $8.00 $32,000.00 $12.20 $48,800.00 $12.41 $49,640.00 10 CRUSHED SURFACE BASE COARSE 4,000 TON $18.00 $72,000.00 $11.25 $45,000.00 $11.20 $44,800.00 $12.09 $48,360.00 11 CRUSHED SURFACE TOP COARSE(TRENCH BACKFILL) 30 TON $20.00 $600.00 $12.25 $367.50 $12.45 $373.50 $23.00 $690.00 12 ASPHALT TREATED BASE 2,700 TON $35.00 $94,500.00 $27.40 $73,980.00 $31.80 $85,860.00 $29.46 $79,542.00 13 HOT MIX ASPHALT , CLASS 'A' (PG64-22) 1,500 TON $40.00 $60,000.00 $34.75 $52,125.00 $36.70 $55,050.00 $37.36 $56,040.00 14 SOLID WALL PVC STORM SEWER PIPE 12 IN DIAM 236 LF $30.00 $7,080.00 $33.60 $7,929.60 $33.95 $8,012.20 $45.53. $10,745.08 15 ABANDON EXISTING MANHOLE 1 EA $250.00 $250.00 $570.00 $570.00 $848.00 $848.00 $511.00 $511.00 16 ADJUST MANHOLE 18 EA $300.00 $5,400.00 $697.50 $12,555.00 $265.00 $4,770.00 $290.00 $5,220.00 17 CITY OF YAKIMA STANDARD CATCH BASIN 7 EA $500.00 $3,500.00 $997.50 $6,982.50 $1,007.00 $7,049.00 $1,070.00 $7,490.00 18 MANHOLE 48 IN. DIAM. Type 3 2 LF $2,500.00 $5,000.00 $2,415.00 $4,830.00 $2,438.00 $4,876.00 $2,675.00 $5,350.00 19 ADJUST VALVE BOXES 23 EA $250.00 $5,750.00 $225.00 $5,175.00 $125.00 $2,875.00 $158.00 $3,634.00 20 SDR 51 IRRIGATION MAIN 18 IN. DIAM. 70 LF $50.00 $3,500.00 $86.80 $6,076.00 $87.60 $6,132.00 $118.10 $8,267.00 21 SDR 51 IRRIGATION MAIN 10 IN. DIAM. 1,000 LF $30.00 $30,000.00 $17.00 $17,000.00 $17.20 $17,200.00 $21.40 $21,400.00 22 10" GATE VALVE 1 EA $700.00 $700.00 $1,948.00 $1,948.00 $1,966.30 $1,966.30 $1,990.00 $1,990.00 23 CEMENT CONC. i f AEFiC CURET 6, 171.! I i E k . _ _ i 4.200 1 LF f 88.001 $33,600.001 a 75i $24,1.50 00 $5.80 $24,3F0.0 $5 37I $7F 7Fd nn 24 COMMERCIAL DRIVEWAY APPROACHES 6 EA $3,000.00 $18,000.00 $3,465.00 $20,790.00 $3,392.00 $20,352.00 $3,160.50 $18,963.00 25 MONUMENT CASE AND COVER 1 EA $200.00 $200.00 $200.00 $200.00 $1,750.00 $1,750.00 '$325.00 $325.00 26 CEMENT CONC. SIDEWALK 4" THICK 2,880 SY $20.00 $57,600.00 $23.65 $68,112.00 $21.05 $60,624.00 $23.36 $67,276.80 27 CEMENT CONC. SIDEWALK - 6 IN. THICK 310 SY $25.00 $7,750.00 $28.00 $8,680.00 $25.45 $7,889.50 $24.25 $7,517.50 28 MAIL BOX SUPPORTS, TYPE 1-D 7 EA $225.00 $1,575.00 $180.00 $1,260.00 $175.00 $1,225.00 $215.00 $1,505.00 29 MAIL BOX SUPPORTS, TYPE 1-S 8 EA $150.00 $1,200.00 $155.00 $1,240.00 $225.00 $1,800.00 $172.00 $1,376.00 30 CONDUIT PIPE 3 IN. DIA. SCHDL. 40 150 LF $5.00 $750.00 $14.15 $2,122.50 $11.00 $1,650.00 $15.00 $2,250.00 31 JUNCTION BOX 2 EA $400.00 $800.00 $332.35 $664.70 $477.00 $954.00 $350.00 $700.00 32 REPAIR OR REPLACEMENT 1 FA $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 $10,000.00 TOTAL $625,975.00 $499,046.30 $598,678.80 $567,801.38 CITY ENGINEERS REPORT COMPETITIVE BIDS WERE OPENED ON JUNE 30, 2004. ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. I RECOMMEND ALL SCHEDULES OF THE CONTRACT BE AWARDED TO: SUPERIOR PAVING, INC � -3(2,zeic3L DATE CI ENGINEER AWARD MADE BY 7-Z` 0`f DATE CITY OF YAKIMA Mead Avenue Improvement PROJECT NO. 1919, F.A .STPUS 4570(001), TA -1976 DATE: June 30, 2004 FILE: Mead Ave Improvement_BID. SHEET 1 of 1 CITY MANAGER ADDENDUM NO. 1 TO THE BID DOCUMENTS & SPECIFICATIONS FOR THE CITY OF YAKIMA, WA for MEAD AVENUE IMPROVEMENT 16TH AVE. TO 11TH AVE. CITY OF YAKIMA PROJECT NO. 1919 FA NO. STPUS-4570(001), TA 1976 BID OPENING: Wednesday, June 30th, 2:00 p.m., City Hall Council Chambers TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The Bid & Contract Documents shall be modified as follows: ITEM 1. Bid Opening: The Bic' Opening uaa beer, r_�rzs:__�o•� _ to Wednesday. Julie 30th, 1:91)�n--m---,_ ITEM 2. Standard Details "Roadway Section": Add the attached "Roadway Section" Detail to the details. ITEM 3. ITEM PROPOSAL BID SHEET: Replace all "ITEM PROPOSAL BID SHEETS" with the two new attached sheet. ITEM 4. STORMDRAIN ADDITON: Add additional stormdrain catch basins and 12" PVC storm drain pipe per the attached amended sections of the plan and profile sheets. This ADDENDUM is to be considered as much a part of the contract provisions as if it were included in the body of the Plans and Specifications. All Bidders shall acknowledge receipt of the ADDENDUM on the proposal form prior to bid opening. APPROVED: : -23-©51 K. Wende Adams, P.E. Date City ngineer • END OF ADDENDUM NO. 1 Page 1 of 8 6/22/04 f\OD,c01,30 ‘40. cc. Addendum No. 1 ITEM PROPOSAL BID SHEET City of Yakima Mead Avenue Improvement Mead Ave., 16th Ave. to lith Ave. Street Reconstruction City Project No. 1919 F. A. NO. 4570(001), TA 1976 ITEM NO. PROPOSAL ITEM QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 SPILL PREVENTION PLAN 1 LS 1-07.15 2 MOBILIZATION 1 LS 1-09.7 3 TRAFFIC CONTROL SUPERVISOR 550 HR 1-10.5 4 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 1-10.5 (Min. Bid $10,00u1 - 5 CONSTRUCTION SIGNS CLASS 'A' 287 SF 1-10.5 6 TEMPORARY TRAFFIC CONTROL DEVICES 1 LS 1-10.5 7 CLEARING AND GRUBBING 1 LS 2-01.5 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 2-02.5 9 ROADWAY EXCAVATION, INCL HAUL 4,000 CY 2-03.5 10 CRUSHED SURFACE BASE COARSE 4,000 TON 4-04.5 11 CRUSHED SURFACE TOP COARSE (Trench Backfill) 30 TON 4-04.5 12 ASPHALT TREATED BASE 2,700 TON 4-06.5 13 HOT MIX ASPHALT, CLASS 'A' (PG64-28) 1,500 TON 5-04.5 14 SOLID WALL PVC STORM SEWER PIPE 12 IN DIAM. 236 LF 7-04.5' 15 ABANDON EXISTING MANHOLE 1 EA 7-05.5 16 ADJUST MANHOLE 18 EA 7-05.5 ADDENDUM 1 129 6/22/04 TEM NO. PROPOSAL ITEM QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 17 CITY OF YAKIMA STANDARD CATCH BASIN 7 EA 7-05.5 18 MANHOLE 48 IN. DIAM. Type 3 2 EA 7-05.5 19 ADJUST VALVE BOXES 23 EA 7-05.5 20 SDR 51 IRRIGATION MAIN 18 IN. DIAM. 70 LF 7-09.5 21 SDR 51 IRRIGATION MAIN 10 IN. DIAM. 1,000 LF 7-09.5 22 10" GATE VALVE 1 EA 7-12.5 23 CEMENT CONC. TRAFFIC CURB & GUTTER 4,200 LF $-04.5 F- 24 COMMERCJA9...DR?ilW AY—APPROAuHES 6 EA- - : — _ -_.._ -:_s -1 8-04.5 25 MONUMENT CASE AND COVER 1 EA 8-13.5 26 CEMENT CONC. SIDEWALK- 4" THICK 2880 SY 8-14.5 27 CEMENT CONC. SIDEWALK - 6 IN. THICK 310 SY 8-14.5 28 MAIL BOX SUPPORTS, TYPE 1-D 7 EA 8-18.5 29 MAIL BOX SUPPORTS, TYPE 1-S 8 EA 8-18.5 30 CONDUIT PIPE 3 IN. DIA. 150 LF 8-20.5 31 JUNCTION BOX 2 EA 8-20.5 32 REPAIR OR REPLACEMENT 1 FA $10,000.00 8-30.5 ADDENDUM 1 TOTALBID 130 6/22/04 WEEDS/LAWN Ave. ADDENDUM NUMBER 1 (SEE PLAN SHEET 3/23) 4+06.43 1043.54 TBC R56 4+00.14 1043.23 TBC 4+16.74 1043.53 TB 4 IT.'74, 1.43.46 TEC . V Pd Ret -F53. 1043.265 RI TBC ISNLA R53 k R54 SCALE: 1"=30 1048 1044 1040 1 fl7g N1048 FINISHcD. GRADE. -7 41- CONSTRUCT NEW C.B 1044 SEE CITY DETAIL Di 1040.13 INV.. rO:RM DRAIN 1038.47 INV. EL CONSTRUCT NEW C.B. SEE CITY DETAIL D1 1040 S=0.3104.2T/FT CONSTRUCT 65 LF. 12 PVC .S0 — 71039.: . INV. EL • 1038.37 INV._ EL . —7 1 —IF 50 4-11— 00 4.50 SCALE: 1"=3 ADDENDUM NUMBER 1 (SEE PLAN SHEET 4/23) SCALE: 1"=30 ;V:78(1 " 1�"(Li R46 �-. 7 1 f - - j/ x.85 1043.27 1043.26 • TBc6+• .7J TBC 1310 W. Mead Ave. it104 .25 TBC 1 7+00 +50 SCALE: 1"=3 . nra o • GRADE o .• 1044 o on FINISHED m� - • . 1044 -GRADEV. -o: 7 1{ CONSTRUCT NEW C.B. ! l • •• 1040 SEE CITY DETAIL D1 ! 1' 1040 1039.67 - ' • •1•11 �. 02 FT/FTI y• • -S -UCT 181 -LF -.12'1 -PVC - SD INV EL q � ^ REPLACE EXISTING KAANHfI F R A 1 I `I 1038 17' 1036• INV. EL � 1037.84 1036 INV. EL . . . ..-,_.-_. •--_ ---- 1 7+00 +50 SCALE: 1"=3 ADDENDUM NUMBER 1 (SEE PLAN SHEET 5/23) /HOUSE/ ///r% /A 10+51. 1042.99 LAWN TBC W. Mead Ave_ lk SS- -J Lil cn 0 • 1.�_-- ---�- 0 —SD--- _ 11_1x00 30" 24" LAWN 1302 W. Mead Ave. JIJ-- 2 24" D M klitEG 1); ort LAWN EXISTNG R/W >w 0 0 LAWN 1210 W. Mea SCALE: 1"=30 10+00 50 11+00 SCALE: 1"=3 DE o • . N 8 o0' : ± • N M• o o :EXISTING �- o• : 1044 1044 • CONSTRUCT NEW C.B.•• • 1040. SEE CITY DETAIL D1 - • CONSTRUCT 'NEW C.B. 1039.$4 : SEE CITY DETAIL D1 - - -`1040 1 DRAIN - INV. EL- - . s=0.0D4 FT/FT - • ' - T03s: -® - -`_CONSTRUCT. 65 LF. 12� PVC SD -/ INV. EL' 1037.93. . • 1036 1036 INV, EL• - 1037.88 •• - :• - INV' EL : c 10+00 50 11+00 SCALE: 1"=3 ADDENDUM NUMBER 1 (SEE PLAN SHEET 6/23) � HOUS�+ .,2 ////l 5 GRAVEL LAWN GRAVEL 1420 S. 12th Ave. 35.00' --� --0/ 1200' -r— 139.09' D-- -0— SCALE: 1"=30 VEL NEW C. A • /TRAFFI ASE. ARBOR VI AE i .HOUSE 11202 104 1040 1036 RBO VJTAE R+4 13+38. 1++R43 1 042.75 LA vv :78 Ave. 1043`4'' TSC .61 CONC. 6-22-vf • • g . . . . EXISTING •; . g Si 0 . • o c. 1044 o • gj • M o .- Ned— — — - so►�srRcT-r�EW a. S=0.004 FT/Fr 1 . :R 1040 SEE CITY DETAIL D1 34 LF. 12` PVC 1 l : W : 1040.27 I i 14 { j —Iy1(.EL_— -- -- 111{ CONSTRUCT NEW STORM DRAIN . . . �_� REPLACE EXISTING MANHOLE �!� • '`{— • • •1037.77 I/III •INV. EL -�_. 11111 .E1036 +50 14+00 SCALE: 1"=3 ADDENDUM NUMBER 1 (SEE PLAN SHEET 7/23) 7,1 1042.50 T5C N ri o o c+ ASP NALI SCALE: 1"=30 d Ave. RfO 6.79 R39 42.51 f TBC /// / ///.n 1/7" c a) I a) n rx 50.00' 50 17+00 50 SCALE: 1"=3 CD . + • d O 1044 SN ,..o . GRADE _ -0.0758% • tV 52 - •• . • 1044 �.e 1040 .GR • • . . • • I ONSTRUC'r NEW LB, - 1040 SEE CITY DETAIL �' REMOVE ANO . . 491• _.-WITH.:-SDR51. 1( IRR.. . • . tit . S-0.01 FT1IFT 111 - . - -SD -. ` -` - -- -T• D3e89- ^" 'CONS 1 KUL, I. 54 W, tr2" PVC 1036 INV. EL I 1 . CONNECT TO EXISTING SDMH - 1038.9 , . •• INV. EL I I 1037.76 I , I : -1036 _ _ • 50 17+00 50 SCALE: 1"=3 City of Yakima Engineering Division MEAD AVENUE IMPROVEMENT MEAD AVE., 16TH AVE. TO 11TH AVE. STREET RECONSTRUCTION City Project No. 1919 Federal Aid No. STPUS 4570(001), TA 1976 EXPIRES 1 1 /17/2005 Construction Contract Specifications & Bid Documents June 2004 1 CONTENTS CITY OF YAKIMA Mead Avenue Improvement Mead Ave., 16th Ave. to 11th Ave. Street Reconstruction City Project No. 1919 Federal Aid No. STPUS 4570(001), TA 1976 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 7 Amendments To The 2004 Standard Specifications 8 CONTRACT PROVISIONS City Of Yakima Special Provisions 19 1-02 Bid Procedures And Conditions 19 1-03 Award And Execution Of Contract 20 1-04 Scope Of Work 20 1-05 Control Of Work 20 1-06 Control Of Material 20 1-07 Legal Relations And Responsibilities To The Public 22 1-08 Prosecution And Progress 36 1-10 Temporary Traffic Control 37 2-01 Clearing, Grubbing, And Roadside Cleanup 39 2-03 Roadway Excavation And Embankment 40 2-07 Watering 40 2-09 Structure Excavation 41 5-04 Hot Mix Asphalt 42 7-05 Manholes, Inlets, And Catch Basins 62 7-08 General Pipe Installation Requirements 62 7-09 Water Mains 63 8-04 Curbs, Gutters, And Spillways 64 8-14 Cement Concrete Sidewalks 64 8-20 Illumination, Traffic Signal Systems, And Electrical 65 8-22 Pavement Marking 65 8-30 Repair Or Replacement (New Section) 65 9-03 Aggregates 66 9-05 Drainage Structures, Culverts, And Conduits 66 9-30 Water Distribution Materials 66 Required Contract Provisions For Federal -Aid Construction Contracts 67 Contract 69 Performance Bond 71 Informational Certificate Of Insurance 73 Informational Additional Insured Endorsement 75 Minimum Wage Affidavit 77 PREVAILING WAGE RATES Prevailing Wage Rates 79 3 PROPOSAL Proposal 127 Item Proposal Bid Sheet 129 Bid Bond Form 131 Non -Collusion Declaration 133 Non -Discrimination Provision 135 Women And Minority Business Enterprise Policy 137 Council Resolution 139 Bidders Certification 143 Subcontractors Certification 145 Proposal Signature Sheet 149 Bidder's Check List 151 PLANS & DETAILS Standard Details Construction Plans 4 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901, until 2:00 PM on June 24, 2004 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Mead Avenue Improvement, Mead Ave., 16th Ave. to 11th Ave. City Project No. 1919 Federal Aid No. STPUS 4570(001), TA 1976 The work will consist of furnishing all labor, materials and equipment required to reconstruct the roadway for W. Mead Ave. from S. 16th Ave. to S. 11th Ave. This includes the removal of the existing roadway; reconstructing and widening the roadway with new cement concrete, curb, gutter and sidewalk and Hot Mix Asphalt pavement for approximately 2300 linear feet. The work will include installation of new electrical conduit and junction boxes for a future signal system a S. 16th Ave. and W. Mead Ave., construction of new commercial driveway and residential driveway approaches where shown on the plans; revisions to some existing irrigation pipelines and some existing storm drain system; miscellaneous fence work and tree removal. All in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street or by faxed request at (509) 576-6314, with payment in the amount of $50.00 for each set, non refundable. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington, and at Plan Centers in Yakima and Kennewick, Washington. A pre-bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2nd Street, Yakima, Washington at 10:00 AM on June 16, 2004. The conference will feature project discussion, DBE Contractor participation, and the Affirmative Action Plan. The City of Yakima 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 insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 28th day of May , 2004 (SEAL) KAREN ROBERTS CITY CLERK PUBLISH June 2, 2004 June 9, 2004 5 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2002 Standard Specifications STANDARD SPECIFICATIONS The 2004 Standard Specifications for Road, Bridge, and Municipal Construction published by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association are, by this reference, made part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to DIVISION 1 (Division 1-99) of the 2004 Standard Specifica- tions for Road, Bridge, and Municipal Construction will apply to this Contract. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2004 Standard Specifications for Road, Bridge, and Municipal Construction (English). AMENDMENTS TO THE 2004 STANDARD SPECIFICATIONS The following Amendments to the 2004 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. SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC April 5, 2004 1-07.13(4) Repair of Damage This section is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1- 07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4 using the estimated bid item "Reimbursement for Third Party Damage". In the event the Contracting Agency pays for damage to the Contractor's work or for damage to the Contractor's equipment caused by third parties, any claim the Contractor had or may have had against the third party shall be deemed assigned to the Contracting Agency, to the extent of the Contracting Agency's payment for such damage. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. Fnr tha pi irnnca of nrnvidinn a nnrmmnn nrnnnsnl fnr all hirirlerg the C_nntrnntinn Ananny has entered an amount for "Reimbursement For Third Party Damage" in the proposal to become a part of the total bid by the Contractor. 1-07.18 Public Liability and Property Damage Insurance This section is revised to read: The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in force from the execution date of the contract until the date of acceptance by the Secretary (Section 1-05.12). 1. Owners and Contractors Protective Insurance providing bodily injury and property damage liability coverage with limits of $3,000,000 per occurrence and in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 together with Washington State Department of Transportation Amendatory Endorsement No. CG 29 08, specifying the State of Washington as a named insured. The Contractor may choose to terminate this insurance after the date of Substantial Completion as determined by the Engineer or, should Substantial Completion not be achieved, after the date of Physical Completion as determined by the Engineer. In the event the Contractor elects to terminate this coverage, prior to acceptance of the contract, the Contractor shall first obtain an endorsement to the Commercial General Liability Insurance described below that establishes the Contracting Agency on that policy as an additional insured. 8 2. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each policy period. This protection may be a CGL policy or any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000. Products and completed operations coverage shall be provided for a period of one year following final acceptance of the work. 3. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and nonowned vehicles assigned to or used in the performance of the work with a combined single limit of not less than $1,000,000 each occurrence with the State named as an additional insured in connection with the Contractor's Performance of the contract. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or contain provisions for a deductible. The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain such provisions. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the Contracting Agency. However in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. Prior to contract execution, the Contractor shall file with the Department of Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504-7420, ACORD Form Certificates of Insurance evidencing the minimum insurance coverages required under these specifications. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 45 days prior written notice to the Contracting Agency of any cancellation or reduction of coverage. All insurance coverage required by this section shall be written and provided by "occurrence -based" policy forms rather than by "claims made" forms. 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 working 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. All costs for insurance, including any payments of deductible amounts, shall be considered incidental to and included in the unit contract prices and no additional payment will be made. SECTION 1-09, MEASUREMENT AND PAYMENT April 5, 2004 1-09.6 Force Account On page 1-91, under "For Labor", the fourth and fifth sentences in the second paragraph are deleted. 1-09.7 Mobilization Under the second paragraph, item 3 is revised to read: When the substantial completion date has been established for the project, payment of any amount bid for mobilization in excess of 10 percent of the total original contract amount will be paid. 9 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS April 5, 2004 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs The section title is revised to read: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters The first sentence is revised to read: In removing pavement, sidewalks, curbs, and gutters, the Contractor shall: Item 3 is revised to read: 3. Make a vertical saw cut between any existing pavement, sidewalk, curb, or gutter that is to remain and the portion to be removed. 2-02.5 Payment The second paragraph is revised to read: If pavements, sidewalks, curbs, or gutters lie within an excavation area, their removal will be paid for as part of the quantity removed in excavation. SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT January 5, 2004 2-03.3(14)D Compaction and Moisture Control Tests This section is revised to read: Maximum density and optimum moisture content shall be determined by one of the following methods: 1. materials with less than 30 percent by weight retained on the U.S. No. 4 sieve shall be determined using FOP for AASHTO T 99 Method A. 2. materials with 30 percent or more by weight retained on the U.S. No. 4 sieve and less than 30 percent retained on the 3/4 inch sieve shall be determined by WSDOT Test Method No. 606 or FOP for AASHTO T 180 Method D. The determination of which test procedure to use will be made solely by the Contracting Agency. 3. materials with 30 percent or more retained on the 3/4 inch sieve shall be determined by WSDOT Test Method No. 606. In place density will be determined using Test Methods WSDOT FOP for AASHTO T 310 and WSDOT SOP for T 615. SECTION 4-04, BALLAST AND CRUSHED SURFACING January 5, 2004 4-04.3(5) Shaping and Compaction In the first paragraph, the first sentence is revised to read: Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of the standard density determined by the requirements of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is placed. 10 SECTION 5-04, HOT MIX ASPHALT April 5, 2004 5-04.3(8)A Acceptance Sampling and Testing - HMA Mixture In item 3, C. (Test Results), the second and third paragraphs are revised to read: Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To challenge test results, the Contractor shall submit a written challenge within five working days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Lab or the State Materials Lab as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation U.S. No. 4 sieve and larger U.S. No. 8 sieve U.S. No. 200 sieve Asphalt binder % Va % Item 3, D. (Test Methods) is revised to read: Percent passing ±4.0 Percent passing ±2.0 Percent passing ±0.4 Percent binder content ±0.3 Percent Va ±0.7 D. Test Methods Testing of HMA for compliance of volumetric properties (VMA, VFA and Va) will be by 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. 5-04.3(13) Surface Smoothness In the first paragraph, the second sentence is revised to read: The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. 5-04.4 Measurement The first sentence is revised to read: HMA CL. _ PG _, HMA for _ CL. _ PG, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the mixture. SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL April 5, 2004 8-20.3(5) Conduit The third sentence in the seventeenth paragraph is revised to read: Grout shall obtain a minimum of 4000 psi compressive strength at 7 days. 11 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes This section is supplemented with the following: Where conduit and junction boxes are placed in barrier, the Prime Contractor shall coordinate the work of the Contractor constructing the barrier and the electrical Contractor so that each junction box placed in the barrier is placed in correct alignment with respect to the barrier, with the face of the box flush or uniformly chamfered within 1/2 inch of the barrier surface. If any point on the surface of the junction box placed in barrier is recessed more than 1/2 inch from the surface of the barrier, the Contractor shall install a box extension meeting the Engineer's approval and grout around the extension or remove and replace the entire section of barrier. 8-20.3(9) Bonding, Grounding The first paragraph is revised to read: All metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets, metallic conduit, non-metallic conduit, etc.) shall be made mechanically and electrically secure to form a continuous systems which shall be effectively grounded. Where metallic conduit systems are employed, the conduit system constitutes the equipment grounding conductor. Where nonmetallic conduit is installed, the installation shall include an equipment ground conductor, in addition to the conductors noted in the contract. Bonding jumpers and equipment grounding conductors shall be installed in accordance with Section 9- Q... The equipment ground conductor between the isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment grounding conductor shall be sized by the rating of the largest overcurrent device serving any circuit contained within the conduit. 8-20.3(11) Testing The fourth paragraph is revised to read: When the project includes a traffic signal system, the Contractor shall conduct tests noted in Section 8-20.3(14)D. The Contractor shall provide the Engineer a minimum of five days advance written notice of the proposed traffic signal turn -on date and time. The traffic signal turn -on procedure shall not begin until all required channelization, pavement markings, illumination, signs, and sign lights are substantially complete and operational unless otherwise allowed by the Engineer. The Contractor shall provide traffic control to stop all traffic from entering the intersection. The Contracting Agency electronics technician will program the controller and enter the timing data, then turn the traffic signal system to its flash mode to verify proper flash indications. The Contracting Agency electronics technician will then conduct functional tests to demonstrate that each part of the traffic signal system functions as specified. The Contractor shall conduct functional tests to demonstrate that each part of the illumination system, or other electrical system, functions as specified. These demonstration shall be conducted in the presence of a Contracting Agency electronic technician, the Contracting Agency electrical inspector, and Regional Traffic Engineer or his/her designee. The Contracting Agency electronics technician will then turn the traffic signal to stop -and -go operation for no less than one full cycle. Based on the results of the turn -on, the Engineer will direct the Contracting Agency electronics technician to either turn the traffic signal on to normal stop -and -go operation, to turn the signal to flash mode for a period not to exceed five calendar days, or to turn the signal off and require the Contractor to cover all signal displays and correct all deficiencies. SECTION 9-02, BITUMINOUS MATERIALS April 5, 2004 9-02.1(3) Rapid -Curing (RC) Liquid Asphalt The column headings MC -70, MC -250, MC -800, and MC -3000 are revised to RC -70, RC - 250, RC -800, and RC -3000 respectively. 12 The RC -250 requirement for "Residue of 680°F distillation % volumn by difference" is revised from 67 to 65. 9-02.1(4)A Performance Grade (PG) Asphalt Cement This chart is revised to read: PERFORMANCE GRADE PG 58 PG 64 PG 70 PG 76 -221-281-34 -221-28I-34 -221-281-34 -22]-28 ORIGINAL BINDER Flash Point Temp., T48 MIN C° 230 Rotational Viscosity T316 Maximum 3 Pa•s, Test Temp C° 135 Dynamic Shear, T315: G*/sinlMin., 1.00 kPa Test Temp @ 10 rad/s, C° 58 64 70 76 ROLLING THIN (T240) FILM OVEN RESIDUE Mass Loss, Maximum, percent 1.0 0 Dynamic Shear, T315: G*/sin❑ Min., 2.20 kPa Test Temp @ 10 rad/s, C° 58 64 70 76 PRESSURE AGING (R28) VESSEL RESIDUE PAV Aging Temperature C° 100 Dynamic Shear, T315: G*sinL Maximum, 5000 kPa Test Temp @ 10 rad/s, C° 22 19 16 25 22 19 28 25 22 31 28 Creep Stiffness, T313 S, Maximum, 300 Mpa m -value, Minimum, 0.300 Test Temp @ 60s, C° -12 -18 -24 -12 -18 -24 -12 -18 -24 -12 -18 All Performance Graded Binders not included in this chart shall be determined by Table 1 "Performance Graded Asphalt Specification Chart in AASHTO M320. SECTION 9-03, AGGREGATES April 5, 2004 9-03.21(2) Recycled Hot Mix Asphalt The Maximum Bitumen Content (Percent) for Gravel Borrow is revised from "0" to "1.2". SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS April 5, 2004 9-05.4(3) Protective Treatment Treatments 3, 4, and 6 are revised to read: 13 This treatment is no longer available. 9-05.4(4) Asphalt Coatings and Paved Inverts The second paragraph under item 2 is revised to read: The paved invert for Treatment 2 shall consist of bituminous material applied in such a manner that one or more smooth pavements will be formed in the invert filling the corrugations for at least 40 percent of the circumference. The pavement shall have a minimum thickness of 1/8 inch above the crest of the corrugations except where the upper edges intercept the corrugation. The pavements shall be applied following the coating with asphalt . Treatment 5 may be substituted for Treatment 2, at the option of the Contractor. 9-05.10 Steel Storm Sewer Pipe The first sentence is revised to read: Steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel culvert pipe, except that protective coating shall be Treatment 1 or 5, and be constructed of either helically corrugated lock seam or helically corrugated continuous welded steel pipe. 9-05.11 Aluminum Storm Sewer Pipe The first sentence is revised to read: Aluminum storm sewer pipe shall conform to the requirements of Section 9-05.5 for aluminum culvert pipe, except that the protective coating shall be Treatment 1 or 5, and the pipe shall be constructed of helically corrugated lock seam aluminum pipe. 9-05.16 Grate Inlets and Drop Inlets The first and second paragraphs are revised to read: Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except structural tube shall conform to ASTM A 500, Grade B, and structural shapes may conform to ACTA1 A 992. After fabrication, the steel shall be galvanized in In accordance ice wits i I 'ASHTO IIVI 111, or galvanized with a hot -sprayed (plasma flame applied) 6 mil minimum thickness plasma coating. Steel grating shall be fabricated by weld connections. Welds, welding procedures, and welding materials shall conform with the AWS D1.1/D1.1M, latest edition, Structural Welding Code. 14 STANDARD PLANS April 5, 2004 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 (English) transmitted under Publications Transmittal No. PT 03-073, effective January 5, 2004 is made a part of this contract. The Standard Plans are revised as follows: C-8 Sheets 1 and 2 This plan has been rescinded. C-11 b Sheet 1 The length of the bolts as shown on the POST SLIP BASE ELEVATION DETAIL is revised from 2 1/2" to 2". F -2b Sheet 2 In the detail for shoulder paving with guardrail posts, the shoulder paving shall extend only to the inside face of the guardrail post. G8a The notes under the HINGE CONNECTION DETAIL are revised to read: Hinge Connection Bolts shall be tightened 1/2 turn past snug tight. The hinge plate shall be of the size and type as provided by TransPo Industries. K-1 through K-27 These plans shall not be used on projects administered by WSDOT. The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans not having this date shall not be used in this contract. A-1 5/13/02 C -8b 7/17/98 H -lb 5/05/00 A-2 5/09/02 C -8c 5/30/97 H -lc 1/10/02 A-3 5/30/02 C -8d 7/25/97 H-1 d 1/10/02 A-4 3/07/97 C -8e 6/24/02 H -le 4/14/00 A-5 2/24/03 C-10 7/31/98 H-2 5/29/02 A-6 2/24/03 C-11 5/30/97 H-3 4/14/00 C-11 a 2/19/99 H -3a 6/23/00 B-1 7/21/03 C -11b 9/28/01 H-4 10/29/03 B -la 7/31/01 C-12 7/27/01 H -4a 3/11/03 B -lb 3/07/97 C-13 4/16/99 H-5 2/18/00 B -le 1/28/02 C -13a 4/16/99 H -5a 2/18/00 B-1 z 5/30/97 C -13b 4/16/99 H -5b 2/18/00 B-2 6/17/02 C -14a 7/26/02 H -5c 6/24/02 B -2a 6/17/02 C -14b 7/26/02 H -5d 4/14/00 B -2b 6/17/02 C -14c 7/26/02 H -5e 2/20/03 B -2c 6/17/02 C -14d 7/26/02 H-6 10/29/03 B -2d 6/17/02 C -14e 7/26/02 H-7 8/10/98 B-3 1/28/02 C -14f 7/26/02 H-8 9/18/98 B -3a 5/09/97 C -14g 10/31/03 H-9 4/18/97 B -4b 5/09/97 H-10 5/29/98 B -4c 5/09/97 D -la 1/23/02 H-12 5/09/02 B -4d 9/16/02 D -lb 10/06/99 H-13 7/25/97 B -4f 5/09/97 D -lc 10/06/99 H -13a 7/25/97 B -4g 7/18/97 D-1 d 10/06/99 H-14 4/23/99 15 B -4h 5/09/97 D -le 1/23/02 B-7 5/09/97 D -If 10/06 /99 1-1 7/18/97 B -7a 6/17/02 D -2a 3/14/97 1-2 4/23/99 B-8 5/09/97 D -2b 3/14/97 1-3 8/20/99 B -8a 7/25/97 D -2c 3/14/97 1-4 7/17/03 B-9 5/09/97 D -2d 3/14/97 1-5 7/17/03 B -9a 5/09/97 D -2e 3/14/97 1-6 7/17/03 B -9b 5/09/97 D -2f 3/14/97 1-7 7/17/03 B -9c 7/18/97 D -2g 3/14/97 1-8 7/17/03 B -9d 7/18/97 D -2h 3/14/97 1-9 7/17/03 B-11 7/31/01 D -2i 3/14/97 1-10 7/17/03 B-13 12/04/98 D -2j 3/14/97 1-11 9/11/03 B-18 5/09/97 D -2k 3/14/97 1-12 7/17/03 B -18a 5/09/97 D-21 3/14/97 1-13 7/17/03 B -18b 7/18/97 D -2m 3/14/97 1-14 7/17/03 B-19 5/30/97 D -2n 3/14/97 B -20d 7/18/97 D -2o 3/14/97 J -lb 10/08/99 B-21 7/18/97 D -2p 3/14/97 J -lc 4/24/98 B -21a 8/10/98 D -2q 3/14/97 J -le 8/01/97 B-22 7/21/03 D -2r 3/14/97 J -1f 6/23/00 B -22a 8/01/97 D -2s 3/14/97 J-3 8/01/97 B -23a 5/09/97 D -2t ................3/14/97 J -3b ,.,..,.,.,...,. 11/05/03 B -23b 5/09/97 D -2u,,,,,..,.:=.,,,3/07/97 J -3c,,,,,,,,,,,,,,,,,6/24/02 B -23c 5/09/97 D -2v 3/07/97 J -3d 11/05/03 B -23d 5/09/97 D -2w 3/07/97 J-5 8/01/97 B-25 5/09/97 D -2x 3/07/97 J -6c 4/24/98 B-26 7/18/97 D -2y 9/12/97 J -6f 4/24/98 B-27 8/01/97 D-3 1/23/02 J -6g 12/12/02 B-28 10/06/99 D-4 12/11/98 J -6h 4/24/98 B-29 4/24/98 D-6 6/19/98 J -7a 9/12/01 B-30 8/10/98 D-7 10/06/99 J -7c 6/19/98 D -7a 10/06/99 J -7d 4/24/98 C-1 10/31/03 D-9 12/11198 J -8a 8/01/97 C -la 7/31/98 J -9a 4/24/98 C -lb 10/31/03 E-1 7/25/97 J-10 7/18/97 C -lc 5/30/97 E-2 5/29/98 J-11 a 9/12/01 C-1 d 10/31/03 E-4 8/27/03 C-2 1/06/00 E -4a 8/27/03 K-1 12/20/02 C -2a 7/17/98 E-5 5/29/98 K-2 12/20/02 C -2b 6/12/98 K-3 12/20/02 C -2c 2/20/03 F-1 12/17/02 K-4 12/20/02 C -2d 5/22/98 F -la 12/17/02 K-5 12/20/02 C -2e 3/07/97 F-2 8/27/99 K-6 12/20/02 C -2f 3/14/97 F -2a 5/30/97 K-7 12/20/02 C -2g 7/27/01 F -2b 3/14/97 K-8 12/20/02 C -2h 3/28/97 F-3 1/13/03 K-9 12/20/02 C-21 3/28/97 F -3a 1/29/03 K-10 12/20/02 C -2j 6/12/98 F -3b 1/13/03 K-11 12/20/02 C -2k 7/27/01 F -3c 1/13/03 K-12 12/20/02 C -2n 7/27/01 F -3d ................1/29/03 K-13 ,,,,..,,,,.... 12/20/02 C -2o 7/13/01 F -3e 1/13/03 K-14 12/20/02 C -2p 10/31/03 F-4 1/13/03 K-15 12/20/02 C-3 10/31/03 K-16 12/20/02 C -3a 10/31/03 G-1 9/12/01 K-17 12/20/02 C -3b 10/31/03 G-2 6/04/02 K-18 12/20/02 C -3c 10/31/03 G -2a 6/04/02 K-19 12/20/02 C-4 7/13/01 G-3 6/04/02 K-20 12/20/02 C -4a 7/13/01 G -3a 6/04/02 K-21 12/20/02 C -4b 6/23/00 G -4a 1/23/02 K-22 12/20/02 16 C -4e 2/20/03 G -4b 8/12/94 K-23 12/20/02 C -4f 2/20/03 G-6 8/27/03 K-24 12/20/02 C-5 10/31/03 G -6a 8/27/03 K-25 12/20/02 C-6 5/30/97 G -6b 8/27/03 K-26 12/20/02 C -6a 3/14/97 G-7 7/18/97 K-27 12/20/02 C -6c 1/06/00 G -8a 10/06/99 C -6d 5/30/97 G -8b 6/04/02 L-1 7/18/97 C -6f 7/25/97 G -9a 6/25/02 L-2 7/18/97 C-7 10/31/03 G -9b 4/02/99 L-3 7/18/97 C -7a 10/31/03 L-5 7/31/98 C -8a 7/25/97 H-1 1/10/02 L -5a 7/31/98 H -la 4/14/00 L-6 7/25/97 17 CONTRACT PROVISIONS General Special Provisions City of Yakima Special Provisions Required Contract Provisions-FHWA Form 1273 Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form CITY OF YAKIMA SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2004 Standard Specifications for Road, Bridge and Municipal Construction (English), including the Division 1 APWA SUPPLEMENT, Section 1-99, which is made a part of this contract, and the foregoing Amendments to the Standard Specifications. DIVISION 1 - GENERAL REQUIREMENTS DESCRIPTION OF WORK PROJECT DESCRIPTION The work will consist of furnishing all labor, materials and equipment required to reconstruct the roadway for W. Mead Ave. from S. 16th Ave. to S. 11th Ave. This includes the removal of the existing roadway; reconstructing and widening the roadway with new cement concrete, curb, gutter and sidewalk and Hot Mix Asphalt pavement for approximately 2300 linear feet. The work will include installation of new electrical conduit and junction boxes for a future signal system a S. 16th Ave. and W. Mead Ave., construction of new commercial driveway and residential driveway approaches where shown on the plans; revisions to some existing irrigation pipelines and some existing storm drain system; miscellaneous fence work and tree removal. All in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Qualifications of Bidder (APWA Only) Supplement this section as follows: Pre -qualification is not required for this project. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General This section is supplemented with the following: A pre-bid conference will be held at Yakima City Hall CED Conference room, second floor, 129 N. 2nd Street, Yakima, Washington at the time and date stated in the "Invitation to Bid". The conference will include project discussion, DBE Contractor participation, and the Affirmative Action Plan. 1-02.6 Preparation Of Proposal Section 1-02.6 is supplemented with the following: (September 5, 1995) On this project, the bidder will not be required to submit with the bid a list of: 1. Subcontractors, and 2. The work the subcontractors will perform. 1-02.12 Public Opening Of Proposal Section 1-02.12 is supplemented with the following: Date Of Opening Bids Sealed bids are to be received at the following location prior to the time Specified: At the City Clerk's Office, City of Yakima, 129 N. 2nd Street, Yakima, Washington 98901 19 The bid opening date for this project is as noted on the invitation to bid. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.4 Contract Bond Add the following: The bond shall further indemnify and hold the City of Yakima, its employees, agents, and elected or appointed officials, harmless from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after final acceptance by the City. 1-04 SCOPE OF WORK 1-04.4 Changes 1-04.11 Final Cleanup Supplement this section with the following: The Contractor shall do partial cleanup when he determines it is necessary or when, in the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is accomplished. 1-05 CONTROL OF WORK i-005.4 Conformity with and Deviations from Plans and Stakes (APWA Only) 1-05.4(1) Roadway and Utility Surveys (APWA Only) Revise this section to read: The Contractor shall be responsible for all vertical and horizontal construction control, for all construction staking including offset points and grade that the Engineer deems necessary for completion of the work. All associated costs will be incidental to other bid items. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials Foreign Made Materials Section 1-06 is supplemented with the following: (March 13, 1995) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. The Contractor may utilize minor amounts of foreign steel and iron in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00 , whichever is greater. American-made material is defined as material having all manufacturing processes occur in the United States. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: 20 a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109. 1-06.2(1) Samples and Tests for Acceptance Supplement this section with the following: All testing shall be done by a materials testing laboratory chosen and employed by the City of Yakima. The initial tests will be at the expense of the City of Yakima. Subsequent tests if required due to test failure shall be at the expense of the Contractor. The following testing frequencies shall apply to this project. The testing frequencies may be modified to assure compliance with the specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. Trench Backfilling Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7-08.3(3) or 7-10.3(11) as applicable to the pipeline being constructed. At a minimum, compaction within the roadway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). Embankment Construction Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of roadway embankment. Roadway embankment compaction shall be as specified in Section 2-03.3(14). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. 21 Subgrade compaction shall be as specified in Section 2-06.3(2). Ballast and Crushed Surfacing Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compation test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5). Hot Mix Asphalt Copies of the maximum Rice density test for each class of Hot Mix Asphalt and copies of all test results shall be provided to the Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of Hot Mix Asphalt. Compaction of Hot Mix Asphalt shall be as specified in Section 5-04.3(10)B of these Special Provisions. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws To Be Observed Section 1-07.1 is supplemented with the following: Prevention Of Environmental Pollution And Preservation Of Public Natural Resources The Contractor shall comply with the following environmental provisions which are made a part of the contract documents. A copy of the environmental provisions are available to the Contractor at the Project Engineer's office. If the Contractor's operations involve work outside the areas covered by the following environmental provisions, the Contractor shall advise the Engineer and request a list of all additional environmental provisions covering the area involved. A copy of all additional environmental provisions is also available to the Contractor at the Project Engineer's office. Regulations of Yakima Regional County Clean Air Authority 1-07.5 Fish And Wildlife and Ecology Regulations 1-07.5(1) General Add the following: The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state, and local pollution control regulations. 1-07.5(4) Air Quality Supplement this section with the following: The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574- 1410. 1-07.6 Permits And Licenses Section 1-07.6 is supplemented with the following: 22 (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. Add the following to this section: The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 1-07.9 Wages 1-07.9(1) General Section 1-97.9(1) is supplemented with the following: Federal Wage rates are required on this project. The most current copy of the Federal Wage rates is included in these Contract Documents. (March 6, 2002) 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. WA020001. (January 7, 2002) Application of Wage Rates For The Occupation Of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. In addition. Federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. If Federal wage rates do not include any rates specified as applicable to landscaping work, the Contractor shall assume the Federal wage rates did not take landscaping into consideration. In these instances the minimum wage rate shall be the State wage rate for the occupations specified as pplicable to landscape construction. 1-07.11 Requirements For Non-discrimination Section 1-07.11 is supplemented with the following: Equal Employment Opportunity Responsibilities (March 6, 2000) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 23 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 (SMSA1 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 WA Benton; WA Franklin. Non -SMSA Counties WA Walla Walla. 5.4 3.6 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 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. 24 Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Engineer within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 25 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 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 26 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 shall be documented in the file with the reason therefore; along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. J• Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. L 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 work -force 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). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. ?8 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (July 10, 2000) Disadvantaged Business Enterprise (DBE) Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to report what is accomplished to enable the Contracting Agency to track achievement. No preference will be included in the evaluation of bids/proposals, no minimum level of DBE participation shall be required as a condition for receiving an award and bids/proposals will not be rejected or considered non-responsive on that basis. DBE Goals No DBE goals have been assigned as a part of this contract. Affirmative Efforts to Increase DBE Participation Contractors are encouraged to: 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of such opportunities. All advertisements should include a provision encouraging participation by DBE firms and may be done through general advertisements (e.g., newspapers, journals, etc.) or by soliciting bids/proposals directly from DBEs. 29 2. Utilize the services of available minority community organizations, minority Contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. 3. Establish delivery schedules, where requirements of the contract allow, that encourage participation by DBEs and other small businesses. 4. Achieve DBE attainment through joint ventures. DBE Eligibility (for reporting purposes only) Definition of DBEs DBE status is designated by: The current list of firms accepted as certified by the Office of Minority and Women's Business Enterprises (OMWBE.) A list of firms accepted as certified by OMWBE is available from that office at (360) 704-1180 or on line through their web site at (www.wsdot.wa.gov/omwbe/). DBE Participation When a DBE participates in a contract, only the value of the work actually performed by the DBE will be counted. 1. Count the entire amount of the portion of the contract that is performed by the DBEs own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract. Include supplies purchased or equipment leased by the DBE. Exclude supplies and equipment the DBE Subcontractor purchases or leases from the Contractor or its affiliate. 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance, provided the fees are reasonable. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work shall be counted if the DBE's Subcontractor is also a DBE. The work that a DBE subcontracts to a non -DBE firm does not count as participation. DBE Prime Contractor A DBE prime Contractor shall only count the work performed with its own forces as well as the work performed by DBE Subcontractors and DBE suppliers. Joint Venture When a DBE performs as a participant in a joint venture, only count that portion of the total dollar value of the contract equal to the distinct, clearly defined portion of the work that the DBE performs with its own forces. Commercially Useful Function You may count expenditures to a DBE Contractor if the DBE is performing a commercially useful function on that contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 30 2. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. 3. A DBE does not perform a commercially useful function if it fails to exercise responsibility with its own work force for at least 30 percent of the total cost of its contract. Trucking Use the following factors in determining whether a DBE trucking 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 it is responsible for on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE goals. 2. The DBE must itself own and operate at least one fully licensed, insured, and operational truck that is used on the contract. 3. Credit towards project goals for DBE trucking firms who do not own at least one truck, will be granted only for the fees the DBE firm retains for providing the hauling service. 4. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing their portion of the work. 5. DBE trucking firms are required to perform at least fifty percent (50%) of the work with his/her own trucks and personnel. 6. DBE trucking firms may utilize owner/operator trucks. The number of owner/operator trucks may not exceed any limitations on subletting or reassigning the work specified. All owner/operators must appear on the DBE Contractor's or DBE Subcontractor's payroll designated as owner/operator. The hours worked or wages paid may be reflected either on the payroll or on the record of payments to each owner/operator. 7. DBE trucking firms may lease or rent trucks from other sources, except from prime Contractors to whom they are Contractors, provided: a) A written valid lease/rental agreement on all trucks leased or rented is submitted to the project manager prior to the beginning of work; and b) Only the vehicle (not the operator) is leased or rented. c) The agreement must include the lessors name, trucks to be leased, and agreed upon amount or method of payment (hour, ton or load hauled). d) All lease agreements shall be long-term agreements, not project -by - project. The DBE is limited to leasing or renting two (2) additional trucks for each truck owned by the DBE trucking firm. 31 Expenditures with DBEs Expenditures with DBEs for materials or supplies shall be counted as provided in the following: Manufacturer If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies. Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials or supplies. 2. Definition a) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a Tong -term lease agreement and not on an ad hoc or contract -by -contract basis. Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and typical for the services rendered. No part of the cost of the materials and supplies themselves shall be counted. Procedures Between Award and Execution After award and prior to execution of the contract, the Contractor shall provide the names and addresses of all firms that submitted a bid or quote to the Contractor as part of bidding this contract and note which of those firms were successful and will participate in the contract. These firms may be contacted to solicit general information as follows: 1. age of the firm 2. average of its gross annual receipts This information is necessary to maintain a bidder's list in compliance with the requirements of the 49 CFR, Part 26. Simply stated: who is soliciting the work and what is their capacity? The Contracting Agency will use this information to accurately determine an overall goal based on the percentage of DBEs who are ready, willing and able to perform the work. Reporting The Contractor shall submit a "Quarterly Affidavit of Amounts Paid DBE Participants" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon completion of the project, as appropriate. The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. The dollars reported will be in accordance with the "DBE Eligibility" section of this specification. Payment Payment for complying with the conditions of this specification and any associated DBE requirements is the Contractor's responsibility. Those costs shall be incidental to the respective bid items. Further Information If further information is desired concerning Disadvantaged Business Enterprise participation, inquiry may be directed to: External Civil Rights Branch Office of Equal Opportunity Washington State Department of Transportation Transportation Bldg., P.O. Box 47314 Olympia, WA 98504-7314 or telephone - (360) 705-7085. Fax (360) 705-6801 1-07.11(10)B Required Records and Retention Revise the first sentence of the first paragraph as follows: Replace "State Department of Transportation" with "the Contracting Agency" The third paragraph is revised to read as follows: The Contractor and all subcontractors on this project shall submit WSDOT Form 820-010 to the Engineer by the Fifth of the month during the term of the Contract. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors, to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable4 wage rates, and this Special Provision. 1-07.17 Utilities And Similar Facilities (February 5, 2001) Section 1-07.17 is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. 33 Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. 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: Neches Cowiche Canal Co. 3305 Powerhouse Rd., Yakima, Washington 98902 509-930-9001 R. S. & C. Canal 1611 S. 9th Ave., Yakima, Washington 98902 509-575-6154 Qwest 8 W 2nd Avenue, Room 304, Yakima, Washington 98902 509-575-7183 Charter Communications 720 N 16th Avenue Suite 9, Yakima, Washington 98902 509-575-1697 City of Yakima Water Division 2301 Fruitvale Blvd., Yakima, Washington 98902 509-575-6154 City of Yakima Wastewater Division 2220 E. Viola, Yakima, Washington 98901 509-575-6077 Cascade Natural Gas Corporation 401 N 1st Street, Yakima, Washington 98901 509-457-5905 Pacific Power PO Box 1729, Yakima, Washington 98907 509-575-3146 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, telephone number 1-800-553-4344, at least 48 hours prior to start of excavation so that underground utilities may be marked. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. 1-07.18 Public Liability and Property Damage Insurance (APWA only) General Requirements The seventh paragraph is revised as follows: Change "45 days" to "20 days" Revise the eighth paragraph by adding the following to the end of the first sentence: ", the City of Yakima, its employees, agents, and elected or appointed officials". Revise the tenth paragraph to read as follows: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. Coverages and Limits (APWA only) The section is revised to read: 34 All coverages combined single limit shall be $1,000,000 per occurrence. The commercial general liability policy will contain a "per Job Aggregate" Endorsement. If this endorsement is not provided, an additional $2,000,000 umbrella limit will be required over and above the $1,000,000 underlying. A commercial general liability deductible of $5,000 or less is acceptable. The contractor will be responsible for the payment of that deductible for any losses which occur. Higher retention or deductible limits may be acceptable on prior approval by the City. Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. Evidence of Insurance (APWA only) The section is revised to read: The Contractor shall provide evidence of insurance by the following method: A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements: 1. The ACORD form shall be accompanied by a completed Endorsement naming the City of Yakima, its agents, employees, and elected or appointed officials as an additional insured and containing the insured's name and policy number, and shall be signed by a duly authorized agent. 2. The wording in the CANCELLATION section "endeavor to" and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives" shall be crossed out and initialed by the agent/broker and shall provide for a cancellation notice of at least 20 days, to the City of Yakima. 3. Add the following text in the section entitled DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ALLOWED BY ENDORSEMENT / SPECIAL PROVISIONS. The City of Yakima, its agents employees, and elected or appointed officials are additional insured's for Mead Avenue Improvement, Mead Ave., 16th Ave. to 11th Ave., City Project 1919. 4. Contain the appropriate amount and types of coverage's that are specified by the Contract. 1-07.23 Public Convenience And Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (March 13, 1995) The construction safety zone for this project is -10-feet- from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guard rail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction 35 vehicles absolutely necessary to construction shall be allowed within the safety zone 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 safety zone 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. 1-08 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 420-0040) 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 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. 1-08.3 Progress Schedule The first and second paragraphs are replaced with the following paragraph: The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The Schedule shall conform to the working time and time of completion established under the terms of the Contract and shall be subject to modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order which substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. The section is supplemented by the following: The Contractor shall submit a weekly activity schedule to the Construction Engineer before 9:00 a.m. on the Friday prior to the week indicated on the schedule. 36 If the Contractor proceeds with work not indicated on his weekly activity schedule, or in a sequence differing from that which he has shown on his schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1-08.5 Time For Completion Section 1-08.5 is supplemented with the following: This project shall be physically completed within Fifty-five (55) working days. 1-08.10(1) Termination by Default Revise the last sentence of the fifth paragraph as follows: Replace "State of Washington, Department of Transportation" with "Contracting Agency". 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2(1)B Traffic Control Supervisor Revise the first sentence to read: A TCS shall be on the project whenever traffic control devices and or flaggers are required to fulfill the requirements of the Contractor's approved Traffic Control Plan or as authorized by the Engineer. 1-10.3 Flagging, Signs, and All Other Traffic Control Devices 1-10.3(1) Traffic Control Labor Revise the first sentence of the third paragraph with the following: Delete the phrase "Traffic Control Labor" and replace it with "Maintenance and Protection of Traffic". Revise the fourth paragraph as follows: Delete the first sentence. Delete the phrase "Traffic Control Labor" in the second sentence and replace it with "Maintenance and Protection of Traffic". 1-10.3(3) Construction Signs The first paragraph is revised as follows: The first sentence is revised to read: All signs, barricades, flashers, cones, traffic safety drums, and other traffic control devices required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. Delete the last two sentences. The third paragraph is revised as follows: Delete item 2. Revise item 3 to read: Furnishing, initial installation and subsequent removal of both Class A and B construction signs; and 37 1-10.3(5) Temporary Traffic Control Devices The first and second sentences are revised as follows: Delete the phrase "Temporary Traffic Control Devices" and replace it with "Maintenance and Protection of Traffic". 1-10.4 Measurement Delete the second paragraph and replace with the following: "Maintenance and Protection of Traffic" shall cover all traffic control labor as set forth in Section 1-10.3(1), except the labor for Traffic Control Supervisor, and furnishing all temporary traffic control devices as set forth in Section 1-10.3(5) as required by the approved Traffic Control Plan. 1-10.5 Payment (APWA Only) Add the following pay item: "Maintenance and Protection of Traffic," per Lump Sum The lump sum contract price shall be full compensation for furnishing and maintaining flaggers, modifying or adapting the Traffic Control Plan, furnishing, maintaining, moving and removing temporary traffic control signs and devices, traffic control vehicle, pilot car, and other traffic control measures required by the Approved Traffic Control Plan. No further payment will be made. 38 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.2 Disposal of Usable Material and Debris Revise the third paragraph and single sentence as follows: Change the word "three" to "two". 2-01.2(1) Disposal Method No. 1 -Open Burning This section is deleted. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description Supplement this section with the following: The work shall specifically include the removal of existing asphalt pavement, curb and gutter, sidewalks, and any other materials identified to be removed on the plans within the construction limits shown on the plans, or any other items identified by the Engineer to be removed. 2-02.3 Construction Requirements_ Supplement this section with the following: Prior to removal, the Contractor shall use a vertical sawcut to delineate the areas of pavement removal from those areas that pavement is to remain. Concrete curb and gutter and sidewalks shall be removed to the nearest convenient joint if practical. If not practical to remove to the nearest joint, the Contractor shall sawcut these structures in a neat vertical and straight transverse horizontal line to provide a matching joint for the new construction. The materials to be removed under this section shall become the property of the Contractor. The Contractor shall haul the removed materials from the project. Damage caused to that portion of the pavement, curb and gutter or sidewalk that is to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Item 1 is revised to read: Haul all broken pieces to an off -project site to be obtained by the Contractor. Rem 3 is revised by adding the following to the end of the sentence: "or to the nearest joint as directed." 39 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.4 Measurement Revise the third sentence of Item 1 to read: In roadway excavation, pay quantities will be computed to the neat lines as shown on the plans, and shall include haul. 2-07 WATERING 2-07.3 Construction Requirements Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the City of Yakima Water Division before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants the Contractor will be repaired bythewaterutility, and the by p uaili�y, v^vst thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2-07.4 Measurement This section is revised to read: Water shall be measured with the metered hydrant connection provided by the City of Yakima Water Division. 2-07.5 Payment This section is revised to read: Water will be furnished by the City of Yakima Water Division without charge. The Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 40 2-09 STRUCTURE EXCAVATION 2-09.4 Measurement The second paragraph, Horizontal Limits, is revised to read: The Horizontal Limits shall be as shown on the plans. The second sentence of the paragraph Shoring or Extra Excavation, is revised to read: Shoring or Extra Excavation Class B will be measured by the linear foot. 2-09.5 Payment Revise the Item: "Shoring or Extra Excavation Class B", per square foot. To read: "Shoring or Extra Excavation Class B", per linear foot. Revise the two paragraphs immediately following the above item as follows: Replace "per square foot", wherever it appears, with "per linear foot". 41 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT ( ) APWA Section 5-04 is revised in its entirety to read: 5-04.1 Description This work shall consist of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. HMA Class A, Class B, Class D, Class F, and Class G are designated as leveling or wearing courses. HMA Class E is designated as a pavement base course. With the exception of HMA Class D, all mixtures are considered dense graded HMA. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt Anti -Stripping Additive 9-02.4 Aggregates 5-04.3(8)A2 Blending Sand 9-03.8(4) Mineral Filler 9-03.8(5) 9-02.1(6) 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, blending sand, and mineral filler. The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in the amount up to 20 percent of total aggregate weight in combination with new aggregate in the production of HMA. The RAP may be from HMA removed under the contract, if any, or old HMA from an existing stockpile. Recycled materials shall not be used in HMA Class D. When aggregates or a source for the production of aggregates is provided by the Contracting Agency, the approximate percentage of asphalt binder required in the mixture for the particular class of pavement will be set forth in the special provisions. The percentage is based upon a midline gradation mix design for the source provided. The grade of asphalt binder shall be as required by the contract. Prior to the submittal of the mix design, the Contractor shall provide a written designation of the grade of PG asphalt binder to be used. The Contractor may propose the substitution of alternate grades of performance grade (PG) asphalt binder at no cost to the Contracting Agency. The proposal will be approved if the proposed alternate asphalt binder has an average 7 -day maximum pavement design temperature that is equal to or higher than the specified asphalt binder and has a minimum pavement design temperature that is equal to or lower than the specified asphalt binder. The substituted alternate grade of asphalt binder shall be used in all HMA contract items of the same class and originally specified grade of asphalt binder. Blending of asphalt binder from different sources is not permitted. Production of aggregates shall comply with the requirements of Section 3-01. 42 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. 5-04.3 Construction Requirements 5-04.3(1) HMA Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder. Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment. An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by inspectors. The plant shall also be equipped with an approved dial -scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3 Sampling and Testing of Mineral Materials. The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Sectionl-05.6 for crushing and screening operation. The contractor shall provide sufficient space as required for the setup and operation of the field testing facilities of the Contracting Agency. 5-04.3(2) Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions include (or are forecast to include) during the workshift precipitation or an air temperature less than 45oF, the canvas cover shall be securely attached to protect the HMA. In order to prevent the HMA mixture from adhering to the hauling equipment, truck beds are to be sprayed with an environmentally benign release agent. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating materials that contaminate or alter the characteristics of the HMA shall not be used. For hopper trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3) Hot Mix Asphalt Pavers HMA pavers shall be self-contained, power -propelled units, provided with an internally - heated vibratory screed or strike -off assembly and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The screed or strike -off assembly shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed or strike off assembly. Extensions without, augers, vibration and heated screeds shall not be used in the traveled way. 43 When laying HMA, the paver shall be operated at a uniform forward speed consistent with the plant production rate and roller train capacity to result in a continuous operation. The auger speed and flight gate opening shall be adjusted to coordinate with the operation. The paver shall be equipped with automatic screed controls with sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. The sensor shall be constructed so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within pius or minus 0.1 percent. The paver shah be equipped with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the screed will be permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelization. When specified in the contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the traveled way of each roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Project Engineer may suspend work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(4) Rollers Rollers shall be of the steel wheel, vibratory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Project Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number ' with the requirements of Section 5- 04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results will not be used. 5-04.3(5) Conditioning of Existing Surface When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. AA 5-04.3(5)A Preparation of Existing Surfaces Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA mix and the surface of the patched area shall be leveled and compacted thoroughly. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots. A heavy application of tack coat will be applied to all joints. For roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. Unless otherwise approved by the Engineer, the tack coat shall be CSS -1, CSS -1 h, or STE-1 emulsified asphalt. The CSS -1 and CSS -1h emulsified asphalt may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. The emulsified asphalt shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(5)B Preparation of Untreated Roadway When designated in the plans the existing roadway shall be prepared and the roadway primed as provided in Section 5-02.3(2)A, except that only one application of asphalt and one application of aggregate, which shall conform to aggregate for HMA Class B as listed in Section 5-04.3(8) or other granular materials approved by the Engineer, will be required. All other provisions of Section 5-02 pertaining to bituminous surface treatment Class A shall apply, except as hereinafter modified. The prime coat shall be applied over the full length of the project, and HMA shall not be placed until the prime coat has cured for 5 days unless otherwise approved by the Engineer. Should any holes, breaks, or irregularities develop in the roadway surface after the prime coat has been applied, they shall be patched with HMA, as described in Section 5-04.3(5)A, in advance of placing the HMA. The Contractor shall maintain the completed prime coat by blading or brooming with equipment and procedures approved by the Engineer, until the HMA pavement is placed. After the maintenance, patching or repair work has been completed and immediately prior to placing the HMA, the surface of the prime coat shall be swept clean of all dirt, dust, or other foreign matter. When the prime coat application is not specified in the Special Provisions or shown in the Plans, the Contractor shall prepare the untreated roadway as described above and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade. In areas used as turnouts or which will receive heavy service, the Engineer may order a change in the grade to provide a greater depth of pavement. The Contractor shall prepare untreated shoulders and traffic islands by blading and compacting to provide a sound base for paving and shall omit the prime coat treatment. The HMA shall be constructed on the prepared subgrade. If the Contractor protects the completed untreated surfacing materials to the degree that the surface meets the requirements of Section 5-02.3(2)A at the time of construction of the prime coat or the construction of the pavement if the prime coat is not required, the Contractor will not be 45 required to perform the work specified in Section 5-02.3(2)A but shall be compensated for the item of work preparation of untreated roadway. 5-04.3(5)C Crack Sealing When the proposal includes a pay item for crack sealing, all cracks and joints '/s -inch and greater in width shall be cleaned with a stiff -bristled broom and compressed air and then shall be filled completely with sand slurry. The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, approximately 2 percent Portland cement, water (if required), and the remainder clean U.S. No. 4-0 paving sand. The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of 1-06 will not apply to the Portland cement and paving sand used in the Sand Slurry. 5-04.3(5)D Soil Residual Herbicide Where shown in the Plans, the Contractor shall apply one application of an approved soil residual herbicide. Paving shall begin within 24 hours after application of the herbicide. Any area that has not been paved within the time limit or that has been rained on, shall be treated again at the Contractor's expense. The herbicide shall be applied uniformly in accordance with the manufacturer's recommendations. The material to be used shall be registered with the Washington State Department of Agriculture for use under pavement. Before use, the Contractor shall receive approval of the material to be used and the proposed rate of application, from the Engineer. The following information shall be included in the request for approval of the material: Brand name of the material, manufacturer, Environmental Protection Agency (EPA) registration number, material safety data sheet, and proposed rate of application. 5-04.3(5)E Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as staked. The actual excavation depth may vary to a maximum depth of 1 -foot maximum, depending upon where stable foundation material is encountered, as determined by the Engineer. The minimum width of any pavement repair area shall be 3 feet unless shown otherwise in the Plans. AH pavement repair areas shall be sawcut before removal, or shall be removed by a pavement grinder approved by the Engineer. Asphalt for tack coat shall be required as specified in Section 5-04.3(5)A, and shall be applied to all edges of existing pavement in the pavement repair area. The Contractor shall excavate only within one lane at a time. The areas shall be excavated, backfilled, and compacted within the same day's working shift, in accordance with the details shown in the Plans and to the satisfaction of the Engineer. Excavated materials will become the property of the Contractor for disposal off the right of way. The Contractor shall conduct the excavation operations in a manner that will protect the pavement areas not designated to be removed. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. Placement of the HMA backfill shall be accomplished in lifts. Each lift shall not exceed 0.35 foot compacted depth. Compaction shall be accomplished by mechanical tamper or a roller as approved by the Engineer. 46 HMA for pavement repair shall be HMA Class A, B, E, or F at the Contractor's option, unless otherwise specified in the contract. 5-04.3(6) Heating of Asphalt Binder The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. 5-04.3(7) Preparation of Aggregates The aggregates shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate. The aggregates shall be removed from stockpile(s) in a manner to ensure a minimum of segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(7)A Mix Design The Contractor shall obtain representative samples from mineral aggregate stockpiles, and blend sand sources to be used for HMA production and submit them for development of a mix design. Sample submittal shall include asphalt binder grade and sources, production mix gradation and combining ratios of mineral aggregate stockpiles and blend sand that will be used in production. This will be the basis for the mix design and job mix formula. The Contractor shall allow 20 calendar days for this approval and design once the aforementioned information and material has been received. Additional time may be required if the proportions will not make an adequate design as determined by the Engineer, or if the Contractor requests more than one asphalt binder source approval. The Contractor is also advised that production of the HMA shall not commence until the job mix formula has been established. Adjustments to the job mix formula may be made per Basis of Acceptance. The Contractor shall obtain the Engineer's approval prior to changing the source of asphalt binder during the production of HMA. Blending of different asphalt binder grades sources will not be permitted. 5-04.3(8) Mixing After the required amounts of mineral materials and asphalt binder have been introduced into the mixer the HMA shall be mixed until a complete and uniform coating of the particles and a thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the maximum temperature recommended by the asphalt binder manufacturer. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Project Engineer. Storing or holding of the HMA in approved storage facilities will be permitted during the daily operation but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. 47 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores and other nonstructural applications as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and nonstatistical evaluation. 2 Aggregates. A. General Requirements. Aggregates for HMA shall be manufactured from ledge rock, talus, or gravel in accordance with Section 3-01. The material from which they are made shall meet the following test requirements: Los Angeles Wear, 500 Revs Degradation Factor, Wearing Course Degradation Factor, Other Courses 30% max 30 min 20 min to It shall be uniform in quality, substantially free from wood, roots, bark, extraneous materials, and adherent coatings. The presence of a thin, firmly adhering film of weathered rock will not be considered as coating unless it exists on more than 50% of the surface area of any size between consecutive laboratory sieves. Aggregate removed from deposits contaminated with various types of wood waste shall be washed, processed, selected or otherwise treated remove sufficient wood waste so that oven—dried material retained on a U.S. No. 4 sieve shall not contain more than 0.1% by weight of material with a specific gravity Tess than 1.0. B. Test Requirements. Aggregate for HMA shall meet the following test requirements: Class of HMA A BDEF G Fracture, by weight (See Note) 1 2 3 4 4 2 Sand Equivalent Min. 45 45 --- 45 35 45 1The fracture requirements are at least one fractured face on 90 percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 2The fracture requirements are at least one fractured face on 75 percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. 3The fracture requirements are at least two fractured faces on 75 percent and at least one fractured face on 90 percent of the material retained on each specification sieve, U.S. No. 8 and above, if that sieve retains more than 5 percent of the total sample. 4The fracture requirements are at least one fractured face on 50 percent of the material retained on each specification sieve size U.S. No. 10 and above, if that sieve retains more than 5 percent of the total sample. When material is being produced and stockpiled for use on a specific contract or for a future contract, the fracture and sand equivalent requirements shall apply at the time of stockpiling. When material is used from a stockpile that has not been tested as provided above, the requirements for fracture and sand equivalents shall apply at the time of its introduction to the cold feed of the mixing plant. 48 The properties of the aggregate in a preliminary mix design for HMA shall be such that, when it is combined within the limits set forth in Proportions of Materials and mixed in the laboratory with the designated grade of asphalt binder, HMA mixtures with the following test values can be produced: Class of HMA A B D E F G Stabilometer Value Min. 37 35 35 35 35 Cohesiometer Value Min. 100 100 100 50 100 Percent Air Voids 2-4.5 2-4.5 2-4.5 2-4.5 2-4.5 Modified Lottman Stripping Test Pass Pass Pass Pass Pass Pass C. Gradation. The materials of which HMA is composed shall be of such sizes, gradings, and quantities that, when proportioned and mixed together, they will produce a well graded mixture within the requirements listed in the table which follows. The percentages of aggregate refers to completed dry mix, and includes mineral filler when used. Grading Requirements Class A Class D Class E Class F Class G Sieve Size and B Percent Passing 114 square 100 --- 1 square 90-100 --- 3 4 square 100 100 5 8 square 67-86 12 square 90-100 100 60-80 80-100 100 3 8 square 75-90 97-100 --- 97-100 U.S. No. 4 46-66 30-50 34-56 38-70 50-78 U.S. No. 8 5-15 U.S. No. 10 30-42 25-40 30-50 32-53 U.S. No. 40 11-24 --- 10-23 --- 11-24 U.S. No. 200 3.0-7.0 2.0-5.0 2.0-9.0 2.0-8.0 3.0-7.0 5-04.3(8)B Basis of Acceptance 1. HMA will be accepted based on its conformance to the project job mix formula (JMF). For the determination of a project JMF, the Contractor shall submit to the Engineer, representative samples of the various aggregates and blend sand to be used along with the gradation data showing the various aggregate stockpile averages and the proposed combining ratios and the average gradation of the completed mix. Based on this submittal from the Contractor, the Engineer will determine the asphalt binder content, anti -strip requirement, and ignition furnace correction factor in the mix design process. Using the representative samples submitted and proposed proportion of each, trial mix tests will be run to determine the percentage of asphalt binder, by weight, to be added. The JMF thus established shall be changed only upon order of the Engineer. The intermingling of HMA mixtures produced from more than one JMF is prohibited. Each strip of HMA pavement placed during a working shift shall conform to a single job mix formula established for the class of HMA specified unless there is a need to make an adjustment in the JMF. No HMA shall be produced for use on the project until the amount of asphalt binder and anti -strip additive to be added has been established. 49 2. Job Mix Formula — Statistical Acceptance The average gradation of the completed HMA mix submitted by the Contractor in the mix design proposal, as required in Gradation and the resulting Mix Design Recommendations, shall be the JMF. Any change or adjustment of percentages in any constituent of the JMF creates a new JMF. 3. Job Mix Formula Tolerances and Adjustments A. Tolerances — Statistical Acceptance. After the JMF is determined, the several constituents of the mixture at the time of acceptance shall conform to the following tolerances: Constituent of Mixture Aggregate passing 1", 3/4", 5/8", 1/2", and 3/8" sieves Proportions of Materials Aggregate passing No. 4 sieve Aggregate passing No. 10 sieve Aggregate passing No. 40 sieve Aggregate passing No. 200 sieve Asphalt cement Tolerance Limits The tolerance limit for each mix constituent shall not exceed the broad band specification limits specified in 5-04.3(8)C except the tolerance limits for sieves designated as 100% passing will be 99-100. Broad band specification limits Section 5-04.3(8)C ± 6% ± 5% ± 4% ± 2.0% ± 0.5% For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as specified in Proportions of Materials. B. Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0.7 percent. C. Adjustments 1. Aggregates. Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above adjustments and/or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. 2. Asphalt Binder Content. The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of - 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without the approval of the Materials Engineer. 50 D. Commercial HMA Acceptance. The contractor shall submit a certification that the mix design submitted meets the requirements of Proportions of Materials. Verification of the mix design by the Contracting Agency is not required. The Project Engineer will determine anti -strip requirements for the HMA. 4. Hot Mix Asphalt Mixture A. Sampling 1. A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. 2. Samples for compliance of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platforms to enable samples to be obtained in accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. B. Definition of Sampling Lot and Sublot. For the purpose of acceptance sampling and testing, a lot is defined as the total quantity of material or work produced for each job mix formula (JMF), placed and represented by randomly selected samples tested for acceptance. All of the test results obtained from the acceptance samples shall be evaluated collectively and shall constitute a lot. Only one lot per JMF will be expected to occur. The JMF (Job Mix Formula) is defined in Basis of Acceptance. The Contractor may request a change in the JMF. If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of available tests and a new lot will begin. The quantity represented by each sample will constitute a sublot. Sampling and testing for statistical evaluation shall be performed on a random basis at the frequency of one sample per sublot, with a minimum of five sublots per class of HMA. Sublot size shall be determined to the nearest 100 tons to provide not less than five uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. Sampling and testing for nonstatistical evaluation shall be performed on a random basis at a minimum frequency of one sample for each sublot of 400 tons or each day's production, whichever is least. When proposal quantities exceed 1,200 tons for a class of HMA under nonstatistical evaluation, sublot size shall be determined to the nearest 100 tons to provide not less than three uniform sized sublots, based on proposal quantities, with a maximum sublot size of 800 tons. C. Test Results. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will also provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Individual acceptance sample test results (gradation and asphalt binder content) may be challenged by the Contractor. A written challenge of the test results by the Contractor shall be received by the Project Engineer within five working days after receipt of the specific test results. A split of the original acceptance sample shall be sent, for testing, to the Region Materials Lab or to State Materials Lab as determined by the Engineer. The challenged sample will not be tested with the same equipment or by the same tester that ran the 51 original acceptance sample. The challenge sample will be tested for a complete gradation analysis and asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation No. 4 sieve and larger No. 6 sieve to No. 80 sieve No. 100 and No. 200 sieve Asphalt binder ±4 percent ±2 percent ±0.4 percent ±0.3 percent If the deviation of the challenge sample is within each parameter established, the acceptance sample will be used to determine to composite pay factor and the cost of testing will be deducted from any monies due or that may come due the Contractor under the contract, at the rate of $250 per test. If the deviation of the challenge sample is outside of any one parameter established, the challenge sample will be used to determine the composite pay factor and the cost of testing will be the Contracting Agency's responsibility. D. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T 308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T 27&T11. E. Reject Mixture 1. Rejection by Contractor. The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested, and evaluated for acceptance. 2. Rejection Without Testing. The Engineer may, without sampling, reject any batch, load, or section of roadway that appears defective in gradation or asphalt binder content. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the statistical acceptance specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material, and in addition, the cost of sampling and testing shall be borne by the Contractor. However, if the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency and the HMA will be compensated at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than 0.75, compensation for the rejected HMA will be at the calculated CPF with an addition of 25 percent of the unit contract price added for placement and removal costs. 3. A Partial Sublot. In addition to the preceding random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in gradation or asphalt binder content. Such isolated material will not include an original sample C7 JG location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be evaluated for price adjustment in accordance with the statistical evaluation section. This material will be considered a separate lot. 4. An Entire Sublot. If an entire sublot is rejected in accordance with Section 1-06.2, four additional random samples from this sublot will be obtained and the sublot evaluated as an independent lot with the original test result included as a fifth test with the new independent lot instead of with the original lot. 5. A Lot in Progress. The Contractor shall shut down operations and shall not resume HMA placement until such time as the Project Engineer is satisfied that specification material can be produced: a. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or b. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or c. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 6. An Entire Lot. An entire lot with a CPF of Tess than 0.75 will be rejected. The designated percentage reduction as defined in Section 1-06.2(2)B under Financial Incentive Paragraph 1, Item 3, shall be 25 percent. 5-04.3(9) Spreading and Finishing The HMA shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the HMA mixture. Unless otherwise directed by the Engineer or specified in the Plans or in the Special Provisions, the nominal compacted depth of any layer of any course shall not exceed the following depths: HMA Class E HMA Class A and B when used for Base Course HMA Class A, B, and F HMA Class G HMA Class D 0.35 foot 0.35 foot 0.25 foot 0.10 foot 0.08 foot On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF, shall be placed by separate spreading and compacting equipment. 5-04.3(10) Compaction 5-04.3(10)A General Immediately after the HMA mixture has been spread, struck off, and surface irregularities adjusted, it shall be thoroughly and uniformly compacted. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, or irregularities and in conformance with the line, grade, and cross-section shown in the Plans or as established by the Engineer. If necessary, the mix design may be altered to achieve desired results. Compaction shall take place when the HMA is in the proper condition so that no undue displacement, cracking, or shoving occurs. All compaction units shall be operated at the speed, 53 within specification limits, that will produce the required compaction. Areas inaccessible to Targe compaction equipment shall be compacted by mechanical or hand tampers. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt binder, or is in any way defective, shall be removed and replaced at no additional cost with fresh HMA which shall be immediately compacted to conform with the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided specification densities are attained. An exception shall be that the pneumatic tired roller shall be used between October 1 and April 1. Coverage's with a vibratory or steel wheel roller may precede pneumatic tired rolling. When HMA Class D is being constructed, the use of pneumatic rollers will not be required. Vibratory rollers shall not be operated in the vibratory mode when the internal temperature of the HMA is less than 175°F without permission of the Engineer. In no case shall a vibratory roller be operated in a vibratory mode when checking or cracking of the mat occurs at a greater temperature. Vibratory rollers in the vibratory mode are also prohibited on bridge decks. 5-04.3(10)B Control HMA Classes A, B, E, and F used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10 foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than .75 when evaluated in accordance with Section 1-06.2(1), using a minimum of 91.0 percent of the reference maximum density as determined by WSDOT FOP for AASHTO T 209. The reference maximum density shall be determined as the moving average of the most recent five determinations for the lot of HMA being placed. The specified level of density attained will be determined by the statistical evaluation of five nuclear density gauge tests taken in accordance with WAQTC FOP TM 8 and WSDOT SOP T 729 on the day the HMA is placed (after completion of the finish rolling) at locations determined by the stratified random sampling procedure conforming to WSDOT Test Method 716 within each density lot. The quantity represented by each density lot will be no greater than a single day's production or 400 tons, whichever is less. The final lot for each day of paving may be increased to 600 tons. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed within one working day. Acceptance of pavement compaction will be based on the statistical evaluation and CPF so determined. For compaction lots falling below a 1.00 pay factor and thus subject to price reduction or rejection, cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after paving. The cost for the coring expenses when the core results indicate the specified level of relative density within a lot has not been achieved, will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $125 per core. At the start of paving, the Contractor must demonstrate to the Engineer that the HMA is compactable by constructing compaction test section(s). Test section(s) shall be constructed using the compaction train and a variety of rolling patterns that the Contractor expects to use in the paving operation. A test section will be considered to have established compatibility, based on the results of three density determinations, when the average of the three tests exceeds 92 percent of Rice or when all three tests individually exceed 91 percent of Rice. This will require consideration of the presence of a correlation factor for the nuclear gauge and may require final resolution after the factor for the gauge is known. A minimum 1.00 compaction pay factor shall be used until a gauge correlation factor is known, and until the HMA is considered compactable. When construction of the test section(s) has demonstrated that the HMA is not compactable, paving must stop. To resume paving, all factors contributing to compaction shall be analyzed and Engineer approved changes made, which may require a new mix design. When paving is resumed, the Contractor must again, as previously defined, demonstrate that the HMA is compactable. If the 54 Contractor does not construct test section(s), the HMA is considered compactable and all HMA placed will be evaluated according to Section 5-04.3(10)B. HMA Class A, B, E, F, and G constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA Class D and preleveling HMA shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the density, the Engineer may also isolate from a normal lot any area that is suspected of being defective in relative density. Such isolated material will not include an original sample location. A minimum of 5 randomly located density tests will be taken. The isolated area will then be evaluated for price adjustment in accordance with the statistical evaluation section, considering it as a separate lot. 5-04.3(11) Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course must be discontinued for such a length of time that the HMA will cool below compaction temperature. When the work is resumed, the previously compacted HMA shall be cut back to produce a slightly beveled edge for the full thickness of the course. Where a scheduled transverse joint or when an unscheduled joint that must be left in place after a workshift is being made in the wearing course, strips of heavy wrapping paper shall be used. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. When the transverse joint will be open to traffic a temporary wedge of HMA shall be constructed 50H:1V or flatter. The material that is cut away shall be wasted and new HMA shall be laid against the fresh cut. Rollers or tamping irons shall be used to seal the joint. The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. AH longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the traveled way. Except, on one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. If a hot -lap joint is allowed, two paving machines shall be used; a minimum compacted density in accordance with Section 5-04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, the Contractor shall construct longitudinal joints between the HMA and the cement concrete pavement. The joint shall be sawed to the dimensions shown on Standard Plan A-1 and filled with joint sealant meeting the requirements of Section 9-04.2. 5-04.3(12) Vacant 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than [1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface 55 parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Project Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Project Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Project Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When Portland cement concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the plan grade minus the specified plan depth of Portland cement concrete pavement. Prior to placing the Portland cement concrete pavement, any such irregularities shall be brought to the required tolerance by grinding or other means approved by the Project Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the roadway shall be paved before the utility appurtenances are adjusted to the finished grade. 5-04.3(14) Planing Bituminous Pavement The surface of existing pavements or the top surface of subsurface courses shall be planed to remove irregularities and to produce a smooth surface. Planing shall be performed in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. The surface of the underlying pavement shall be slightly grooved or roughened sufficiently to ensure a bond when overlaid. The planings shall become the property of the Contractor and shall be removed from the right-of- way. The planings may be utilized as RAP, within the requirements of Section 5-04.2 or 9-03.21. The Contractor shall dispose of all other debris resulting from the planing operation in a Contractor -provided site off the right-of-way. For mainline planing operations, the equipment shall have automatic controls, with sensors for either or both sides of the equipment. The controls shall be capable of sensing the proper grade from an outside reference line, or a mat -referencing device. The automatic controls shall also be capable of maintaining the desired transverse slope. The transverse slope controller shall be capable of maintaining the mandrel at the desired slope (expressed as a percentage) within plus or minus 0.1 percent. 5-04.3(15) HMA Road Approach HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Project Engineer. The work shall be performed in accordance with Section 5-04. 5-04.3(16) Weather Limitations HMA for wearing course shall not be placed on any traveled way between October 1 of any year and April 1 of the following year without written approval from the Project Engineer. JV Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F, without written permission of the Engineer. HMA Class D shall not be placed when the air temperature is less than 60°F. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the HMA mixtures: Surface Temperature Limitations Compacted Thickness Sub -Surface (Feet) Surface Course Courses Less than 0.10 55 F 55 F 0.10 to 0.20 45 F 35 F 0.21 to 0.35 35 F 35 F More than 0.35 DNA 25 F* *Only on dry subgrade, not frozen and when air temperature is rising. 5-04.3(17) Paving Under Traffic When the roadway being paved is open to traffic, the following requirements shall apply: The Contractor shall keep on -ramps and off -ramps open to traffic at all times except when paving the ramp or paving across the ramp. During such time, and provided that there has been an advance warning to the public, the ramp may be closed for the minimum time required to place and compact the HMA. In hot weather, the Project Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing a ramp, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. Ramps shall not be closed on consecutive interchanges at the same time. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit contract prices for the various bid items involved in the contract. 5-04.3(18) Vacant 5-04.3(19) Sealing of Pavement Surfaces Where shown in the Plans, the Contractor shall apply a fog seal. Before application of the fog seal all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal shall be CSS -1 or CSS -1 h uniformly applied to the pavement free of streaks and bare spots at the rate 0.03 to 0.05 residual gallons per square yard. The emulsified asphalt shall be diluted at a rate of one part water to one part emulsified asphalt unless otherwise directed by the Engineer. The emulsified asphalt shall be applied within the temperature range specified in Section 5-02.3(3). Unless otherwise approved by the Project Engineer, the fog seal shall be applied prior to opening to traffic. 5-04.3(20) Anti -Stripping Additive When directed by the Engineer, an anti -stripping additive shall be added to the HMA material in accordance with Section 9-02.4. 57 5-04.3(21) Asphalt Binder Revision When the Contracting Agency provides a source of aggregate, the expected percentage content of new asphalt binder in the resulting HMA will be identified in the contract documents. Should the actual percentage of new asphalt binder required by the job mix formula for HMA produced with Agency -provided aggregate vary by more than plus or minus 0.3 percent from the amount shown in the documents, an adjustment in payment will be made. The adjustment in payment (plus or minus) will be based on the invoice cost to the Contractor. No adjustment will be made when the Contractor elects not to use a Contracting Agency -provided source, or when no source is made available by the Contracting Agency.[Added for PG binders] 5-04.4 Measurement HMA Cl. _ PG _ or HMA for _ Cl. PG _ or 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, blending sand, mineral filler, or any other component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(8)A, the material removed will not be measured. Preparation of Untreated Roadway will be measured by the mile once along the centerline of the main line roadway. No additional measurement will be made for ramps, auxiliary lanes, service roads, frontage roads, or shoulders. Measurement will be to the nearest 0.01 mile. No specific unit of measure will apply to the force account item of Crack Sealing. Soil Residual Herbicide will be measured by the mile for the stated width to the nearest .01 mile or by the square yard, whichever is designated in the proposal. Pavement Repair Excavation Incl. Haul will be measured by the square yard of surface marked prior to excavation. Asphalt for Prime Coat will be measured by the ton in accordance with Section 1-09.2. Prime Coat Aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the proposal. Asphalt For Fog Seal will be measured by the ton, before dilution, in accordance with Section 1- 09.2. Longitudinal Joint Seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing Bituminous Pavement will be measured by the square yard. Temporary Pavement Marking will be measured by the linear foot as provided in Section 8-23.4. Removing Temporary Pavement Marking will be measured by the linear foot as provided in Section 8-23.4. Water will be measured by the M gallon as provided in Section 2-07.4. No specific unit of measure will apply to the calculated item of Anti -Stripping Additive. No specific unit of measure will apply to the calculated item of Job Mix Compliance Price Adjustment. No specific unit of measure will apply to the calculated item of Compaction Price Adjustment. 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "HMA Cl. PG ", per ton. "HMA for Approach Cl. PG ", per ton. "HMA for Preleveling Cl._ PG ", per ton. "HMA for Pavement Repair Cl. _ PG ", per ton. "Commercial HMA", per ton. The unit contract price per ton for "HMA Cl. _ PG ", "HMA for Approach Cl. _ PG ", "HMA for Preleveling Cl. _ PG ", "HMA for Pavement Repair Cl. _ PG ", and "Commercial HMA" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this sub -section and which are included in the proposal. "Preparation of Untreated Roadway", per mile. The unit contract price per mile for "Preparation of Untreated Roadway" shall be full pay for all work described under Section 5-04.3(5)B, with the exception, however, that all costs involved in patching the roadway prior to placement of HMA shall be included in the unit contract price per ton for "HMA Cl. _ PG _" which was used for patching. If the proposal does not include a bid item for "Preparation of Untreated Roadway", the roadway shall be prepared as specified, but the work shall be included in the contract prices of the other items of work. All costs for asphalt tack coat shall be included in the unit contract price per ton of the HMA. "Crack Sealing", by force account. "Crack Sealing" will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Soil Residual Herbicide ft. Wide," per mile, or "Soil Residual Herbicide", per square yard. The unit contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(5)D. "Pavement Repair Excavation Incl. Haul", per square yard. The unit contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the work described in Section 5- 04.3(5)E. "Asphalt for Prime Coat", per ton. The unit contract price per ton for "Asphalt for Prime Coat" shall be full payment for all costs incurred to obtain, provide and install the material in accordance with Section 5- 04.3(5)B. "Prime Coat Aggregate", per cubic yard, or per ton. The unit contract price per cubic yard or per ton for "Prime Coat Agg." shall be full pay for furnishing, loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities required by the Engineer. "Asphalt for Fog Seal", per ton. The unit contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the fog seal as 59 specified. If there is no bid item and a fog seal is required, it shall be applied and the work shall be included in the unit contract prices of the other work items. "Longitudinal Joint Seal", per linear foot. The unit contract price per linear foot for "Longitudinal Joint Seal' shall be full payment for all costs incurred to perform the work described in Section 5-04.3(11). "Planing Bituminous Pavement", per square yard. The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the work described in Section 5-04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5. "Removing Temporary Pavement Marking", per linear foot. Payment for "Removing Temporary Pavement Marking" is described in Section 8-23.5. 'Water", per M gallon. Payment for 'Water" is described in Section 2-07.5. "Anti -Stripping Additive", by calculation. "Anti -Stripping Additive" will be paid for in accordance with Section 1-09.6 except that no overhead, profit or other costs shall be allowed. Payment shall be made only for the invoice cost of the additive. The quantity of asphalt binder shall not be reduced by the quantity of anti -stripping additive used. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. "Job Mix Compliance Price Adjustment," by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.5(1)A. "Compaction Price Adjustment," by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 04.5(1)B. 5-04.5(1) Quality Assurance Price Adjustments All HMA will be subject to price adjustments for Quality of HMA and Quality of HMA Compaction based on the Acceptance Plans in effect for each class of HMA within the contract. For the purpose of providing a common proposal for all bidders, the Contracting Agency has estimated a calculated amount for all price adjustment items and has entered these amounts in the proposal to become a part of the total bid by the Contractor. 5-04.5(1)A Price Adjustments for Quality of HMA Statistical analysis of quality of gradation and asphalt binder content will be determined based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing 1, 3/4 , 5/8, 1/2, and 3/8 sieves 2 All aggregate passing No. 4 sieve 6 All aggregate passing No. 10 sieve 10 All aggregate passing No. 40 sieve 6 All aggregate passing No. 200 sieve 20 Asphalt cement 52 Factors for Open Graded Mix 60 Constituent Factor "f" All aggregate passing 1/2 sieve 10 All aggregate passing 3/8 sieve 15 All aggregate passing No. 4 sieve 40 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Note: Open graded mix shall be evaluated for gradation only. The quality incentive multiplier for open -graded mix shall be 40 percent rather than 60. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 1. Statistical Evaluation. For each lot of HMA produced under Statistical - Evaluation, a Job Mix Compliance Incentive Factor (JMCIF) will be determined. The JMCIF equals the algebraic difference between the CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the JMCIF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 2. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further statistical evaluation. When one or more constituents fall outside the job mix formula, the lot shall be evaluated to determine the appropriate CPF. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the difference between the CPF and unity with regard to sign multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of HMA. 3. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside tolerances, the lot shall be evaluated to determine the appropriate CPF. The tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00: When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 5-04.5(1)B Price Adjustments for Quality HMA Compaction For each compaction control lot, a Compaction Incentive Price Adjustment Factor (CIPAF) will be determined. The CIPAF equals the difference between the Composite Pay Factor and unity with regard to sign multiplied by 40 percent. The Compaction Compliance Price Adjustment will be calculated as the product of CIPAF, the quantity of HMA in the compaction control lot in tons, and the unit contract price per ton of HMA. 61 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-05 MANHOLES, INLETS, AND CATCH BASINS 7-05.3 Construction Requirements Supplement this section with the following: The adjustment of Manholes on this project shall include the furnishing of the cast iron rings and covers, and the work shall include the Tina: adjustment to grade. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade This section is revised to read: All Manholes, Catch Basins, Valve Boxes, Monument Cases and other utility castings shall be adjusted in accordance with Section 5-04.3(13). 7-05.5 Payment Add the following: "City of Yakima Standard Catch Basin", per each "Adjust Valve Boxes", per each 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9-03.9(3) 7-08.3(1)A Trenches Delete paragraph 8. 7-08(1)C Bedding the Pipe Supplement the second paragraph with the following: All pipe shall be bedded as shown on the Typical Trench Section of the City of Yakima Standard Details. 7-08.3(3) Backfilling Add the following paragraph: Where directed by the Engineer, specifically all street crossing trenches shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course (for Trench Backfill). 7-08.4 Measurement Add the following: Crushed Surfacing Top Course (for Trench Backfill) shall be measured by the Ton. 7-08.5 Payment Add the following pay item: "Crushed Surfacing Top Course (for Trench Backfill)", per ton. Revise the pay Item: 62 "Shoring or Extra Excavation Class B", per square foot. 7-09 WATER MAINS 7-09 Watermains Change the following: Change all references of "Water Mains" to "Irrigation Mains" 7-09.3(24) Disinfection Water Mains Delete this section. 7-09.3(24)A Flushing Delete the following: In the first sentence of the first paragraph delete the phrase "to be disinfected". Delete the entire third paragraph. In the first sentence of the fourth paragraph delete the word "treated". Delete the second sentence of the fourth paragraph. 7-09.3(24)B Requirement of Chlorine through 7-09.3(24)0 Repetition of Flushing and Testing Delete all these sections. 63 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 Description Supplement this section with the following: The work shall include the installation of a commercial driveway approaches. 8-04.3 Construction Requirements 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways Supplement this section by with the following: Commercial Driveway approaches. Commercial Driveway Approaches shall be constructed as shown on the City of Yakima Standard Detail for Commercial Approach. The sidewalks and the ramps shown on each side of the approach detailed on the standard detail shall be paid for under Section 8-14 of the Standard Specifications. 8-04.4 Measurement Supplement this section by with the following: Commercial Driveway Approaches shall be measured per Lump Sum installed at the locations shown on the pians and in accordance with the standard detail. 8-04.5 Payment Supplement this section by with the following: "Commercial Driveway Approaches", per Lump Sum. The payment for "Commercial Driveway Approaches", per Lump Sum, shall be full compensation for all work, equipment and materials and all other items necessary for the complete installation of the approaches at the locations shown on the plans and in accordance with the standard detail. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3 Construction Requirements 8-14.3(3) Placing and Finishing Concrete. Add the following: All sidewalks not located in driveway approach areas shall be four (4) inches in thickness. All sidewalks located in a driveway approach area shall be six (6) inches in thickness within the driveway throat. Existing sidewalks at match lines shall be removed to the nearest convenient existing joint or sawcut in a neat vertical, straight transverse line at locations approved by the Engineer. Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. At all driveway and handicap ramp depressions, the back of the sidewalk grade shall be depressed to maintain a 2 percent transverse grade from back of curb to back of sidewalk, unless otherwise noted on the plans. 64 Signpost Sockets shall be set 1/2 inch above the finished sidewalk and so that the erected signs will be plumb when installed. The Contractor shall correct any misaligned sockets at his own expense. The Contractor shall adjust Domestic Water Meter Lids to the sidewalk finish grade where they are located within the limits of the new sidewalk. The Contractor shall contact the City of Yakima Water Division to coordinate this work. The Contractor shall install detectable warning surfaces per WSDOT Standard plan F3 in all Handicap Ramps. 18-14.5 Payment Add the following: "Cement Conc. Sidewalk In. Thick"' per square Yard 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.5 Payment Replace the fourth paragraph with: All costs for installing junction boxes shall be on a "per each" basis. 8-22 PAVEMENT MARKING Supplement this section with the following: The City of Yakima will do all permanent pavement marking. 8-30 REPAIR OR REPLACEMENT (New Section) 8-30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8-30.5 Payment Payment will be made for the following bid items: "Repair or Replacement", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. 65 DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8 Aggregates for Asphalt Concrete 9-03.8(3)C Gradation -- Recycled Asphalt Pavement and Mineral Aggregate Revise the second paragraph as follows: Delete the reference to Section 9-03.8(6)A 9-03.8(6)A Basis of Acceptance Delete this section. 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9-05.15 Metal Castings 9-05.15(1) Manhole Ring and Cover Revise this section to read: All new manhole rings and covers shall be purchased by the Contractor from Olympic Foundry, Casting NO. MH33Y, Yakima Standard Ring and Cover. The Contractor shall also provide all labor and equipment for handling the manhole rings and covers. All used castings shall become the property of the City of Yakima and shall be delivered to the Wastewater Collection -Maintenance Facility at 204 W. Pine by the Contractor. Prior arrangements must be made to assure the facility will be open for delivery. 9-30 WATER DISTRIBUTION MATERIALS Change the following: Change all references of "Water" to "Irrigation" Required Contract Provisions For Federal -Aid Construction Contracts Follows This Page 67 FHWA-1273 Electronic Version - March 10, 1994 (DOT 10/97) REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page I. General 1 II. Nondiscrimination 1 III. Nonsegregated Facilities 3 IV. Payment of Predetermined Minimum Wage 3 V. Statements and Payrolls 6 VI. Record of Materials, Supplies, and Labor 6 VII. Subletting or Assigning the Contract 7 VIII. Safety: Accident Prevention 7 IX. False Statements Concerning Highway Projects 7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act 8 Ineligibility, and Voluntary Exclusion 8 Certification Regarding Use of Contract Funds for XI. Certification Regarding Debarment, Suspension, XII. Lobbying 9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included In Appalachian contracts only) I. GENERAL 1. 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. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 29. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth In 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of Its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. 6. Selection of Labor: During the performance of this contract, the contractor shall not: a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless It is labor performed by convicts who are on parole, supervised release, or probation. II. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 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 and 41 CFR 60) 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 Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference In this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government In carrying out EEO obligations and in their review of his/her activities under the contract. b. The contractor will accept as his 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, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor WIII designate and make known to the SHA contracting officers an EEO Officer who WIII have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO 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 charge employees, or who recommend such action, Page 1 or who are substantially involved In such action, will be made fully cognizant of, and will implement, the contractors EEO policy and contractual responsibilities to provide EEO In each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. 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 minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group 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, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group 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 Page 2 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 his 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 wit inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. 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. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. 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 best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA 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 minority and women 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 minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) 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 SHA. 8. 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. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcontractor compliance with their EEO obligations. 9. 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 completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number 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; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA 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. If on -the job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agreement or purchase order, as appropriate, the bidder, Federal - aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers 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 (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage Page 3 rates conformed under paragraph 2 of this Section IV and the DOL poster (WH -1321) or Form FHWA-1495) 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. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1 (b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, , or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. 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. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination: and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification 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 DOL, Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, D.C. 20210. The Wage and Hour 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. Page 4 d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional 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. Said 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. e. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. 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 or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman -level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project on a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the DOL, Employment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any helper listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman - level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved definition, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, Page 5 such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory. to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as iocai roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for at laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1 (b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program de -scribed in Section 1 (b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under Page 6 approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to bemaintainedunder paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029-005-0014-1 1, U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH - 347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspection, copying, or transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items per -formed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization "shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the SHA contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. VIII. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway Page 7 or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false station as to material fact instatement,certificate, representation anyv , r report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined not more than $10,000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any faciiiry that is or will be uiiiized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et seq., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq., as amended by Pub.L. 92- 500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 1 14 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such requirements. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification -Primary Covered Transactions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. Page 8 b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However. failure of the prospective primary participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred,` "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded, "as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions, h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the depart -mentor agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Primary Covered Transactions 1. The prospective primary participant certifies its knowledge and belief, that it and its principals: to the best of its knowledge and belief, that is and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3 -year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification; and d. Have not within a 3 -year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal, "and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility Voluntary Exclusion—Lower Tier Covered Transactions: and 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. Page 9 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. Page 10 1 AMENDMENT 2 REQUIRED CONTRACT PROVISIONS 3 FEDERAL -AID CONSTRUCTION CONTRACTS 4 (Exclusive of Appalachian Contracts) 5 Under Section II, Paragraph 8b is revised as follows: 6 The reference to 49 CFR 23 is revised to read 49 CFR 26. 7 Under Section II , Paragraph 8b is supplemented with the following: 8 The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex 9 in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in 10 the award and administration of USDOT-assisted contracts. Failure by the contractor to carry out these requirements 11 is a material breach of this contract which may result in the termination of this contract or such other remedy as 12 the recipient deems appropriate. 13 Under Section II, in accordance with standard specification 1-08.1(A) and applicable RCWs a new paragraph 8d is 14 added as follows: 15 The contractor or subcontractor agrees to pay each subcontractor under this prime contract for satisfactory 16 performance of its contract and/or agreement no later than ten (10).days from the receipt of each payment the prime 17 contractor receives from WSDOT or its subrecipients. The prime contractor agrees further to return retainage 18 payments to each subcontractor within ten (10) days after the subcontractor's work is satisfactorily completed. Any 19 delay or postponement of payment from the above referenced time frame may occur only for good cause following 20 written approval of the WSDOT. This clause covers both DBE and non -DBE contractors. 21 22 Under Section IV, Paragraph 2b(4) is deleted. 23 24 Under Section IV, Paragraph 4, "and helpers" is deleted from the title. 25 26 Under Section IV, Paragraph 4a(1), add: 27 28 The provisions in this section allowing apprentices to work at less than the predetermined rate when they are 29 registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment 30 and Training Administration, or with the Bureau of Apprenticeship and Training, does not preclude a 31 requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State 32 Apprenticeship Agency, recognized by the Bureau, has not approved, or withdraws approval, of an 33 apprenticeship program. 34 35 Under Section IV, Paragraph 4c is deleted. 36 37 Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper". 38 39 Under Section IV, Paragraph 7 is revised by deleting "helpers". 40 41 Under Section V, Paragraph 2a is revised by deleting "helpers". 42 43 Under Section V, Paragraph 2d(2) is revised by deleting "helper". 44 45 Amendment to Fomi FHWA 1273 46 Revised December 2, 2002 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1 c above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. Page 11 CONTRACT •THIS AGREEMENT, made and entered into in triplicate, this day of of Yakima, hereinafter called the Owner, and Superior Paving Co Corporation, hereinafter called the Contractor. WITNESSETH: L , 200F, by and between the City a Washington That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ 499,046.30 , for Mead Avenue Improvement, Mead Ave., 16th Ave. to 11th Ave., Project No. 1919, all in accordance with, and as described in the attached plans and specifications and the 2004 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Fifty-five (55) working days. The first chargeable working day shall be the 11th working day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. Il. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA this C., day of 2004. TRACTOR 6, a./r✓d Corporation Attest: ity anager City Clerk 69 (President, Ow er, etc.) Address: —PC) X t Z Bond No. 104340679 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, a Washingt n PERFORMANCE BOND BOND TO CITY OF YAKIMA SUPERIOR PAVING CO. Corporation as Principal and eV• ANYROFCAPiERICA AND SURETY a corporation organized end existing under the laws of the State of Cr.__ .�as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are Jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of $ 499 , 046 , 3 0 forte payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may. be. This obligation Is entered into in pursuance of the statutes of State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this G day of J 2 . Never -the -less, the conditions of the above obligations are such that • WHEREAS, pursuant 'JO acfion taken by the Yakima City Council on , 20J the City Manager and City Clerk of the CITY OF • YAKIMA has let or is about to let to the said SUPERIOR PAVING CO . ,the above bounded Principal, a certain contract, the said contract being numbered 1919 , and providing for MEAD AVENUE IMPROVEMENT (which contract is referred to herein and Is made a part hereof as though attached hereto), and, WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner .and within the time set forth; NOW THEREFORE, If the said SUPERIOR PAVING CO . shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by . reason of any carelessness or negligence an the part of said principal, or any sub -contractor in the performance of said work and shall indemnify and hold the CITY OF YAKIMA, its employees; agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the CITY OF YAKIMA, then and in that event this obligation shall be void; but otherwise.' all be d remain in{� II force and effect. S ERIO'$i AVING CO. (Con Br Cevin Ladw g, Sr. (Print Narno) Vice—President •(Prosident, Owner, eta..) CASUAL Pik AND SU eyr. Paula M. McCoy (Print Name) its. Attorney—in—Fact 71 ACORa, CERTIFICATE OF LIABILITY INSURANCE OP ID RY SUPE -25 DATE (MM/DD/YYYY) 07/06/04 ri:ODUCER Brown & Brown - Seattle P. 0. Box 24347 Seattle WA 98124 Phone:206-956-1600 Fax:206-956-9600 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Superior Paving Company P.O. Box 10268 Yakima, WA 98909 INSURER A. Zurich American Insurance INSURER B: INSURER C. INSURER a INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR ADD LI INSRC TYPE OF INSURANCE(MM/DDM') POLICY NUMBER DATEY EFFECTIVE POLICY EXPIRATION DATE (MM/DDM') LIMITS A X GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GL0343718602 03/31/04 03/31/05 EACH OCCURRENCE $ 1,000,000 X PREMISES(Ea occurence) $ 300,000 CLAIMS MADE XI OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000 , 000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X JECT PRO- LOC A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BAP343718702 t` A�� VC® ' ((�� p�o G PNC/J4 7 1 DN E 03/31/04 F®�� 03/31/05 COMBINED SINGLE LIMIT (Eaaccident) $ 2,000,000 X X X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTOkilt1R���$� `a' tV{1PIN � AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMSM-I 14" , EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $$ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? If yes, describe under SPECIAL PROVISIONS below WASHINGTON STOP GAP GL0343718602 03/31/04 03/31/05 we s-INW- TORY LIMITS OER E.L ACH ACCIDENT $ 1,000,000 EL.DISEASE- EAEMPLOYEE $ 1,000,000 E L DISEASE - POLICY LIMIT $ 1, 0 0 0, 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Re: Mead Avenue Improvement .The City of Yakima, their agents, employees and elected or appointed officials are named as Additional Insured per attached form CG2010 CERTIFICATE HOLDER CANCELLATION YAKI-06 City of Yakima 129 North Second Street Yakima, WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL 111111111111.100 MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, A —A- ACORD 25 (2001/08) A /ZED TAT/ yid ACORD CORPORATION 1988 POLICY NUMBER: GL0343718602 COMMERCIAL GENERAL LIABILITY CG20101001 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: ANY PERSON OR ORGANIZATION WITH WHOM YOU HAVE AGREED, THROUGH WRITTEN CONTRACT, AGREEMENT OR PERMIT TO PROVIDE ADDITIONAL INSURED COVERAGE, PROVIDED THE WRITTEN CONTRACT, AGREEMENT OR PERMIT WAS EXECUTED PRIOR TO A LOSS. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily in- jury" or "property damage" occurring after: CG 20 10 10 01 (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, mainte- nance or repairs) to be performed by or on behalf of the additional in- sured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcon- tractor engaged in performing op- erations for a principal as a part of the same project. © ISO Properties, Inc., 2000 Page 1 of 1 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Anne E. Strieby, James B. Binder, Paula M. McCoy, Carrie Ester, of Seattle, Washington, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorneys) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. 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The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of. Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism -related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid Tess than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Contractor Subscribed and sworn to before me on this day of , 2004. Notary Public in and for the State of Washington residing at 77 PREVAILING WAGE RATES Federal wage Rates Prevailing Wage Rates for Yakima County (with Supplemental Wage Rates & Benefit Key Code) PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504-4540 Telephone: 360-902-5335 79 General Decision Number: WA030001 05/14/2004 WA1 Superseded General Decision Number: WA020001 State: Washington Construction Types: Heavy (Heavy, and Dredging) and Highway Counties: Washington Statewide. HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Modification Number Publication Date 0 06/13/2003 1 01/23/2004 2 02/06/2004 3 02/13/2004 4 03/05/2004 5 03/12/2004 6 04/16/2004 7 05/14/2004 CARP0001-008 06/01/2003 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 $ 23.88 6.75 GROUP 2 $ 24.99 6.75 GROUP 3 $ 24.15 6.75 GROUP 4 $ 23.88 6.75 GROUP 5 $ 59.17 6.75 GROUP 6 $ 28.02 6.75 81 SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS AND WHITMAN COUNTIES GROUP 1• $ 23.21 6.75 GROUP 2 $ 24.31 6.75 GROUP 3 $ 23.47 6.75 GROUP 4 $ 23.21 6.75 GROUP 5 $ 57.50 6.75 GROUP 6 $ 27.30 6.75 CARPENTERS CLASSIFICATIONS GROUP 1: Carpenter; Burner -Welder; Rigger and Signaler; Insulators (all types), Acoustical, Drywall and Metal Studs, Metal Panels and Partitions; Floor Layer, Sander, Finisher and Astro Turf; Layout Carpenters; Form Builder; Rough Framer; Outside or Inside Finisher, including doors, windows, and jams; Sawfiler; Shingler (wood, composition) Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and Dismantling; Stationary Saw -Off Bearer; Wire, Wood and Metal Lather Applicator 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, dock and wharf carpenters GROUP 5: Divers GROUP 6: Divers Tender DEPTH PAYY FOR DIVERS: Each foot over 50-100 feet $1.00 Each foot over 100-175 feet 2.25 Each foot over 175-250 feet 5.50 HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. CARP0003-006 06/01/2003 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, R7 LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS; ACOUSTICAL $ 26.94 10.33 DIVERS TENDERS $ 29.45 10.33 DIVERS $ 64.00 10.33 DRYWALL $ 26.94 10.33 FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood -type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materils $ 27.09 10.33 MILLWRIGHTS $ 27.44 10.33 PILEDRIVERS $ 27.44 10.33 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET 150 TO 200 FEET 2.00 PER FOOT OVER 150 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 83 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: Proj city hall of ZONE 2: Proj miles of the ZONE 3: Proj miles of the ZONE 4: Proj miles of the ZONE 5: Proj miles of the ZONE 6: Proj city of ects located within 30 miles the above mentioned cities ects located more than respective city of the ects located more than respective city of the ects located more than respective city of the ects located more than respective city of the ects located more than the above mentioned cities of the respective 30 miles and less than above mentioned cities 40 miles and less than above mentioned cities 50 miles and less than above mentioned cities. 60 miles and less than 70 above mentioned cities 70 miles of the respected 40 50 60 CARP0770-003 06/01/2003 Rates Fringes Carpenters: CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES ACCOUSTICAL WORKERS $ 20.98 9.22 CARPENTERS AND DRYWALL APPLICATORS $ 20.72 9.22 CARPENTERS ON CREOSOTE MATERIAL $ 20.82 9.22 DIVERS TENDER $ 31.17 9.50 DIVERS $ 70.07 9.50 INSULATION APPLICATORS. $ 20.72 9.22 MILLWRIGHT AND MACHINE ERECTORS $ 29.40 9.22 PILEDRIVER, BRIDGE DOCK AND WHARF CARPENTERS $ 28.40 9.22 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CREOSOTE TREATED MATERIAL, ALL PILING $ 28.60 9.22 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 20.85 9.22 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 8A JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES ACOUSTICAL WORKERS $ 28.56 9.50 CARPENTERS AND DRYWALL APPLICATORS $ 28.40 9.50 CARPENTERS ON CREOSOTE MATERIAL $ 28.50 9.50 DIVERS TENDER $ 31.17 9.50 DIVERS $ 70.07 9.50 INSULATION APPLICATORS$ 28.40 9.50 MILLWRIGHT AND MACHINE ERECTORS $ 29.40 9.50 PILEDRIVER, BRIDGE, DOCK & WHARF CARPENTERS $ 28.40 9.50 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 28.60 9.50 SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLER, FLOOR SANDER OPERATOR AND OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS $ 28.53 9.50 (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 Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Zone Pay: 0 -25 radius miles 25-35 radius miles 35-45 radius miles 45-55 radius miles Over 55 radius miles Free $1.00/hour $1.15/hour $1.35/hour $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside 85 (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 25-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ELEC0046-001 12/01/2003 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes Cable splicer $ 36.85 3%+11.56 Electrician $ 33.50 3%+11.56 ELEC0048-003 01/01/2004 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes Cable splicer $ 31.40 3%+12.35 Electrician $ 31.15 3%+12.35 ELEC0073-001 07/01/2003 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes Cable splicer $ 24.37 396+11.03 Electrician $ 23.97 3%+11.03 ELEC0076-002 07/01/2003 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes Cable splicer $ 33.32 3%+12.06 Electrician $ 30.02 3%+12.06 * ELEC0077-002 02/01/2004 Rates Fringes 86 Line Construction: CABLE SPLICERS $ 38.71 3.875%+8.75 GROUNDMEN $ 24.19 3.875%+7.00 LINE EQUIPMENT MEN $ 29.72 3.875%+7.00 LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN$ 34.56 3.875%+8.75 POWDERMEN, JACKHAMMERMEN$ 25.92 3.875%+7.00 TREE TRIMMER $ 20.27 3.875%+7.19 ELEC0112-005 06/01/2003 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes Cable splicer $ 30.71 3%+10.98 Electrician $ 29.25 3%+10.98 ELEC0191-003 09/01/2003 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes Cable splicer $ 33.72 3%+9.83 Electrician $ 30.66 3%+9.83 ELEC0191-004 09/01/2003 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes Cable splicer $ 29.33 3%+9.78 Electrician $ 26.66 3%+9.78 ELEC0970-001 06/01/2003 COWLITZ AND WAHKIAKUM COUNTIES Rates Fringes Cable splicer $ 31.57 3%+9.40 Electrician $ 28.70 3%+9.40 ENGI0302-003 06/01/2003 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 87 PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0-25 radius miles): Rates Fringes Power equipment operators: Group 1A $ 30.30 9.40 Group IAA $ 30.82 9.40 Group lAAA $ 31.33 9.40 Group 1 $ 29.79 9.40 Group 2 $ 29.34 9.40 Group 3 $ 28.97 9.40 Group 4 $ 26.80 9.40 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 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP IAA - 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 lA - 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 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; 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 QQ VV 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; Scarpers -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 machine -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 89 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 and bridges whose total value is less million excluding mechanical, electrical, of the contract. 2. Projects of less involved. Surfacing utilities excluded. 3. Marine projects such as buildings than $1.5 and utility portions than $1 million where no building is and paving including, but (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 outfitted with protective H-2 Class "C" Suit - Base H-3 Class "B" Suit - Base H-4 Class "A" Suit - Base a hazardous waste site when not clothing. wage rate plus $.25 per hour. wage rate plus $.50 per hour. wage rate plus $.75 per hour. ENGI0302-009 06/01/2002 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 ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. WORK PERFORMED ON HYDRAULIC DREDDGES: Zone 1 (0-25 radius miles): Rates Fringes Power equipment operators: GROUP 1 TOTAL PROJECT COST $300,000 AND OVER $ 28.51 9.40 TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 GROUP 2 TOTAL PROJECT COST $300,000 AND OVER $ 28.62 9.40 TOTAL PROJECT COST UNDER $300,000 $ 27.06 8.40 90 GROUP 3 TOTAL PROJECT COST $300,000 AND OVER $ 28.97 9.40 TOTAL PROJECT COST UNDER $300,000 $ 27.38 8.40 GROUP 4 TOTAL PROJECT COST $300,000 AND OVER $ 29.02 9.40 TOTAL PROJECT COST UNDER $300,000 $ 27.43 8.40 GROUP 5 TOATL PROJECT COST $300,000 AND OVER $ 30.45 9.40 TOTAL PROJECT COST UNDER $300,000 $ 28.75 8.40 GROUP 6 TOTAL PROJECT COST $300,000 AND OVER $ 28.51 9.40 TOTAL PROJECT COST UNDER $300,000 $ 26.96 8.40 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 91 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 - ASSISTANT MATE (DECKHAND) GROUP 2 - OILER GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESEL, STEAM OR BOOSTER PUMP); MATES AND BOATMEN GROUP 4 - CRANEMAN, ENGINEER WELDER GROUP 5 - LEVERMAN, HYDRAULIC GROUP 6 - MAINTENANCE 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. MAY BE PAID ON THE FOLLOWING: REDUCED RATES 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. HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. 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 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. ENGI0370-002 08/01/2003 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 1A $ 20.94 7.37 GROUP 1 $ 21.49 7.37 GROUP 2 $ 21.81 7.37 GROUP 3 $ 22.42 7.37 GROUP 4 $ 22.58 7.37 GROUP 5 $ 22.74 7.37 GROUP 6 $ 23.02 7.37 GROUP 7 $ 23.29 7.37 GROUP 8 $ 24.39 7.37 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Grade Checker; 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 93 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; 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; Tractor (to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze -trete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond) (operate drilling machine, drive or transport drill rig to and on job site and weld well casing); 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) 94 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)(operates drilling machine, drive or transport drill rig to and on job site and weld well casing); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operator (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar) 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, Athey & Huber); Boom Cats (side); Cable Controller (dispatcher); Clamshell Operator (under 3 yds.); 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; Draglines (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D. Welder; 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.); Tractors (D-6 & equivalent & over); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker 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 dragline; 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 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 $ .30 over scale Over 250 ft $ .60 over scale 95 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. ENGI0370-006 06/01/2002 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 WORK PERFORMED ON HYDRAULIC DREDGES Rates Fringes Hydraulic Dredge GROUP 1• $ 24.73 6.27 GROUP 2• $ 25.10 6.27 GROUP 3° $ 25.13 6.27 GROUP 4 $ 25.52 6.27 GROUP 5• $ 24.63 6.27 GROUP 1: Assistant Mate (Deckhand) and Oiler GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or Booster Pump); Mates and Boatmen GROUP 3: Engineer Welder GROUP 4: Leverman, Hydraulic GROUP 5: Maintenance HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. Q6 J V ENGI0612-001 06/01/2002 LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND THURSTON COUNTIES PROJECTS: CATEGORY A PROJECTS (excludes Category B projects, as shown below) Rates Fringes Power equipment operators: WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $300,000 and over GROUP 1 $ 28.51 9.40 GROUP 2 $ 28.62 9.40 GROUP 3 $ 28.97 9.40 GROUP 4 $ 29.02 9.40 GROUP 5 $ 30.45 9.40 GROUP 6 $ 28.51 9.40 WORK PERFORMED ON HYDRAULIC DREDGES:Total Project Cost under $300,000 GROUP 1 $ 26.96 8.40 GROUP 2 $ 27.06 8.40 GROUP 3 $ 27.38 8.40 GROUP 4 $ 27.43 8.40 GROUP 5 $ 28.75 8.40 GROUP 6 $ 26.96 8.40 ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates BASEPOINTS: Tacoma, Olympia, and Centralia 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 structures 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 (docts, wharfs, etc.) less than $150,000 97 WORK PERFORMED ON HYDRAULIC DREDGES: GROUP 1: Assistant Mate (Deckhand GROUP 2: Oiler GROUP 3: Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen GROUP 4: Craneran, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS HANDLING OF HAZARDOUS WASTE MATERIALS H-1 - When not outfitted with protective clothing of level D equipment - Base wage rate H-2 - Class "C" Suit - Base wage rate + $.25 per hour H-3 - Class "B" Suit - Base wage rate + $.50 per hour H-4 - Class "A" Suit - Base wage rate +$.75 per hour ENGI0612-002 06/01/2003 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 GROTTP SHALL RE 90% OF THE BASE RATE. PLUS FTTLL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes Power equipment operators: GROUP LA $ 30.30 9.40 GROUP IAA $ 30.82 9.40 GROUP lAAA $ 31.33 9.40 GROUP 1 $ 29.79 9.40 GROUP 2 $ 29.34 9.40 GROUP 3 $ 28.97 9.40 GROUP 4 $ 26.80 9.40 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 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP IAA - Cranes- 200 tons to 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, 98 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 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 99 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 Gellman; 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 invol'v'ing 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 rPl ative to the l evel 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. ENGI0701-002 01/01/2004 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Power equipment operators: (See Footnote A) ZONE 1: GROUP 1 $ 29.51 9,70 GROUP 1A $ 30.99 9.70 GROUP 1B $ 32.46 9.70 GROUP 2 $ 28.25 9.70 GROUP 3 $ 27.47 9.70 GROUP 4 $ 26.93 9.70 GROUP 5 $ 26.32 9.70 GROUP 6 $ 23.91 9.70 Zone Differential (add to Zone 1 rates): Zone 2 - $1.50 Zone 3 - 3.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: 4 nn 1vv 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 projects 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 II 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. 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 101 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; Bulldozer 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 (with 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 p 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. 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 (with 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. 102 GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator (screedman 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 Clamshell, 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 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 103 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; Stationary 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 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 machine 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 104 material hauler; SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled; Pulva-mixer or similar types; Chip 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 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 (excluding 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 105 ENGI0701-003 06/01/2003 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES DREDGING: Rates Fringes Dredging: ZONE A ASSISTANT ENGINEER $ 30.74 9.25 ASSISTANT MATE $ 26.96 9.25 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 32.99 9.25 LEVERMAN, HYDRAULIC $ 32.99 9.25 TENDERMAN $ 29.71 9.25 ZONE B ASSISTANT ENGINEER $ 32.74 9.25 ASSISTANT MATE $ 28.96 9.25 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 34.99 9.25 LEVERMAN, HYDRAULIC $ 34.99 9.25 TENDERMAN $ 31.71 9.25 ZONE C ASSISTANT ENGINEER$ 33.74 9.25 ASSISTANT MATE $ 29.96 9.25 LEVERMAN, DIPPER, FLOATING CLAMSHELL $ 35.99 9.25 LEVERMAN, HYDRAULIC $ 35.99 9.25 TENDERMAN $ 32.71 9.25 ZONE DESCRIPTION FOR DREDGING: ZONE A - All jobs or projects located within 30 road miles of Portland City Hall. ZONE B - Over 30-50 road miles from Portland City Hall. ZONE C - Over 50 road miles from Portland City Hall. *All jobs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. IRON0014-005 07/01/2003 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Ironworker $ 26.32 12.45 1Ub IRON0029-002 07/01/2003 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes Ironworker $ 27.82 12.45 IR0N0086-002 07/01/2003 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Ironworker $ 27.47 Fringes 12.45 IRON0086-004 07/01/2003 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes Ironworker $ 28.57 12.45 107 LAB00001-002 07/01/2003 ZONE 1: Rates Fringes Laborers: CALLAN, 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 $ 17.71 7.20 GROUP 2 $ 20.03 7.20 GROUP 3 $ 24.71 7.20 GROUP 4 $ 25.19 7.20 GROUP 5 $ 25.55 7.20 CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS AND YAKIM_A COUNTIES GROUP 1 $ 14.59 7.20 GROUP 2 $ 16.91 7.20 GROUP 3 $ 18.63 7.20 GROUP 4 $ 19.11 7.20 GROUP 5 $ 19.47 7.20 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA 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 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 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to 108 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); 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); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Mortarman and Hodcarrier; 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; Powderman; Re-Timberman; Hazardous Waste Worker (Level A). 109 LABO0238-004 06/01/2003 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 $ 17.36 6.50 GROUP 2 $ 19.46 6.50 GROUP 3 $ 19.73 6.50 GROUP 4 $ 20.00 6.50 GROUP 5 $ 20.28 6.50 GROUP 6 $ 21.65 6.50 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Moses Lake, 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. 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: Aspahlt Raker; 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; 110 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) GROUP 4: Air and Hydraulic Track Drill; 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 111 LABO0238-006 07/01/2003 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier $ 20.95 6.50 LABO0335-001 06/01/2003 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 Rates Fringes Laborers: ZONE 1: GROUP 1 $ 22.92 7.40 GROUP 2 $ 23.44 7.40 GROUP 3 $ 23.84 7.40 GROUP 4 $ 24.18 7.40 GROUP 5 $ 20.70 7.40 GROUP 6 $ 18.54 7.40 GROUP 7 $ 15.71 7.40 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 30 miles of the respective city all. 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. 112 LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Groomers; 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; Guard Rail, 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) 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 113 GROUP 7: Landscaping or Planting Laborers LAB00335-010 06/01/2003 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 Rates Fringes Hod Carrier $ 24.69 7.40 PAIN0005-002 06/01/2003 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS $ 21.25 6.42 PAIN0005-004 03/01/2004 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SOHO MJu , TH o JTON AND WHATCOM COUNTIES Rates Fringes Painter $ 24.36 6.41 114 PAIN0005-006 07/01/2003 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, Bridges, Towers, Tanks, Stacks, Steeples $ 19.97 6.22 Brush, Roller, Striping, Steam -cleaning and Spray$ 18.97 6.22 Lead Abatement, Asbestos Abatement $ 19.97 6.22 TV Radio, Electrical Transmission Towers $ 20.72 6.22 *$.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 07/01/2003 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: Brush & Roller $ 17.61 6.12 High work - All work 60 ft. or higher $ 18.36 6.12 Spray and Sandblasting $ 18.21 6.12 PAIN0055-007 06/01/2003 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY AND PARKING LOT STRIPER $ 24.79 5.75 115 PLAS0072-004 06/01/2003 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 ZONE 1• $ 22.33 7.03 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office PLAS0528-001 06/01/2003 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes Cement Masons: CEMENT MASON $ 28.52 8.52 1v A 2 COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE $ 28.77 10.42 PLAS0555-002 12/01/2003 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES ZONE 1: Rates Fringes Cement Masons: CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD $ 25.96 10.50 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD $ 25.50 10.50 CEMENT MASONS $ 25.04 10.50 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 25.50 10.50 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 116 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: BEND, CORVALLIS, EUGENE, LONGVIEW, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 ZONE 2: More than 30 miles respective city hall. ZONE 3: More than 40 miles respective city hall. ZONE 4: More than 50 miles respective city hall. ZONE 5: More than 80 miles miles of the respective city hall but less than 40 miles from the but less than 50 miles from the but less than 80 miles from the from the respective city hall PLUM0032-002 01/01/2004 CLALLAM, KING AND JEFFERSON COUNTIES Rates Plumbers and Pipefitters $ 34.43 Fringes 14.33 PLUM0032-003 01/01/2004 CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES Rates Fringes Plumbers and Pipefitters $ 26.38 11.68 PLUM0044-003 06/01/2003 ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY (EASTERN PART), LINCOLN (EASTERN PART), PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN COUNTIES Rates Fringes Plumbers and Pipefitters $ 26.01 10.74 117 PLUM0082-001 01/01/2004 CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), PACIFIC, PIERCE SKAMANIA, THURSTON AND WAHKIAKUM COUNTIES Rates Fringes Plumbers and Pipefitters $ 30.40 13.17 PLUM0265-003 01/01/2004 ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES Rates Fringes Plumbers and Pipefitters $ 30.20 13.17 * PLUM0290-003 04/01/2004 CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND) Rates Fringes Plumbers and Pipefitters.......$ 32.58 14.07 PLUM0598-005 06/01/2003 ADAMS (SOUTHERN PART), ASOTIN (EXCLUDING THE CITY OF CLARKSTON), BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY (WESTERN PART), FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP), KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN (EASTERN), WALLA WALLA AND YAKIMA COUNTIES Rates Fringes Plumber $ 30.38 14.20 118 PLUM0631-001 01/01/2004 MASON (NE SECTION), AND KITSAP COUNTIES Rates Fringes Plumbers and Pipefitters All new construction, additions, and remodeling of commercial building projects such as: cocktail lounges and taverns, professional buildings, medical clinics, retail stores, hotels and motels, restaurants and fast food types, gasoline service stations, and car washes where the plumbing and mechanical cost of the project is less than $100,000 $ 20.85 4.58 All other work where the plumbing and mechanical cost of the project is $100,000 and over $ 29.29 13.17 TEAM0037-002 06/01/2003 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 Rates Fringes Truck drivers: ZONE 1 GROUP 1 $ 23.90 8.78 GROUP 2 $ 24.02 8.75 GROUP 3 $ 24.15 8.75 GROUP 4 $ 24.41 8.75 GROUP 5 $ 24.63 8.75 GROUP 6 $ 24.79 8.75 GROUP 7 $ 24.99 8.75 119 Zone Differential (Add to Zone 1 Rates): Zone 2 Zone 3 Zone 4 Zone 5 - $0.65 - 1.15 - 1.70 - 2.75 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 respective city hall. ZONE 3: More than 40 miles respective city hall. ZONE 4: More than 50 miles respective city hall. but less than 40 miles from the but less than 50 miles from the but less than 80 miles from the ZONE 5: More than 80 miles from the respective city hall. 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 Duran 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 120 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; Selfpropelled 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 cleanup 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: 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 prebatch 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 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 06/01/2003 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 Rates Fringes Truck drivers: ZONE A: GROUP 1• $ 26.14 10.33 GROUP 2• $ 25.56 10.33 GROUP 3• $ 23.16 10.33 GROUP 4• $ 18.91 10.33 GROUP 5• $ 25.90 10.33 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. 121 *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM EVERETT SEATTLE TACOMA CENTRALIA SHELTON PORT ANGELES PORT TOWNSEND TRUCK DRIVERS CLASSIFICATIONS RAYMOND ANACORTES MT. VERNON ABERDEEN OLYMPIA BELLEVUE KENT BREMERTON 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 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 $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic 122 HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.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. TEAM0760-002 06/01/2003 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, AND WHITMAN COUNTIES Rates Fringes Truck drivers: (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE 1: (INCLUDES ALL OF YAKIMA COUNTY) GROUP 1 $ 17.93 9.00 GROUP 2 $ 20.20 9.00 GROUP 3 $ 20.70 9.00 GROUP 4 $ 21.03 9.00 GROUP 5 $ 21.14 9.00 GROUP 6 $ 21.31 9.00 GROUP 7 $ 21.84 9.00 GROUP 8 $ 22.17 9.00 Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, 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 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) 123 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) GROUP 7: Oil Distributor Driver; Stringer Truck (cable operated 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 addition 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. 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. 124 NOTE: Trucks Pulling Equipment Railers: 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)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. 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: 125 Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 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 regriP t-nr 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 126 PROPOSAL Proposal Form Item Proposal Bid Sheet Bid Bond Form Non -Collusion Declaration Non -Discrimination Provision Subcontractor List Women and Minority Business Enterprise Policy Council Resolution Affirmative Action Plan Bidders Certification Subcontractors Certification Proposal Signature Sheet Bidders Check List PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima Mead Avenue Improvement Mead Ave., 16th Ave. to 11th Ave. Street Reconstruction City Project No. 1919 F. A. No. 4570(001), TA 1976 and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. 127 Addendum No. 1 ITEM PROPOSAL BID SHEET City of Yakima Mead Avenue Improvement Mead Ave., 16th Ave. to 11th Ave. Street Reconstruction City Project No. 1919 F. A. NO. 4570(001), TA 1976 ITEM NO. PROPOSAL ITEM QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 SPILL PREVENTION PLAN 1 LS 5'UG./SCI '.2)0.i96 1-07.15 2 MOBILIZATION 1 LS 34 t 675.eo ,_'C:e:3zio 1-09.7 3 TRAFFIC CONTROL SUPERVISOR 550 HR 1712.60 :3. /Cc. ez9 1-10.5 4 j.. MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS /e; e'.C=', Lira /l,, cCc . cc; (Min. Bid $10,000- 287 SF /6). 5t? 3, Z) /3, 5e �1-1(15 5 CONSTRUCTION SIGNS CLASS 'A' 1-10.5 6 TEMPORARY TRAFFIC CONTROL DEVICES 1 LS h/, See 66) '/ 500-4/0 1-10.5 7 CLEARING AND GRUBBING 1 LS j ' 61 5aa) /oi ce 50, Do 2-01.5 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 5 11G. 03 5: / x.,63. ocs 2-02.5 9 ROADWAY EXCAVATION, INCL HAUL 4,000 CY , )t') 3 z, it D.0 2-03.5 10 CRUSHED SURFACE BASE COARSE 4,000 TON //. 5 / v „ 0/_29,a0 4-04.5 11 CRUSHED SURFACE TOP COARSE (Trench Backfill) 30 TON /:1, a5 Ta 4-04.5 12 ASPHALT TREATED BASE 2,700 TON ,2 9 -'/6 2 3, 9' Elk 60 4-06,5 13 HOT MIX ASPHALT, CLASS 'A' (PG64-28) 1,500 TON 34/, 25 5-.,;', /.5- mac% 5-04.5 14 SOLID WALL PVC STORM SEWER PIPE 12 IN DIAM. 236 LF SFl.;_ .60 2 x`.2:,9 6(.) 7-04.5' 15 ABANDON EXISTING MANHOLE 1 EA „i--7--70. (..1-.-.). .5".'.7.9',-)0 7-05.5 16 ADJUST MANHOLE 18 EA lir 9 / SV / , 55:500 7-05.5 ADDENDUM 1 129 6/22/04 TEM NO. PROPOSAL ITEM QTY UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 17 CITY OF YAKIMA STANDARD CATCH BASIN 7 EA ':' 5e) , 9J) '5o% 7-05.5 18 MANHOLE 48 IN. DIAM. Type 3 2 EA : , 405. 00 4 f30. ce-i 7-05.5 19 ADJUST VALVE BOXES 23 EA ,,z„ 5-. 0 e-> - !''; 5 : o,o 7-05.5 20 SDR 51 IRRIGATION MAN 18 IN. DIAM. 70 LF OC>, re") 6, (%®7Z„,c'', 7-09.5 21 SDR 51 IRRIGATION MAIN 10 IN. DIAM. 1,000 LF ; 7;” , / ✓ f2OO, 7-09.5 22 10" GATE VALVE 1 EA /, 9.5/0: ©6> /, 94z r, ZY� 7-12.5 23 CEMENT CONC. TRAFFIC CURB & GUTTER 4,200 LF 5--- TS 41,,/50, 60 8-04-5 241 COMMERCJA9...DRIVEWAY-APPROACHES o EA: _, r Q(21 8-04.5 25 MONUMENT CASE AND COVER 1 EA 2 9<(2>>,ex) 8-13.5 26 CEMENT CONC. SIDEWALK- 4" THICK 2880 SY a , z', %-.yr+; //J _ (94 8-14.5 27 CEMENT CONC. SIDEWALK - 6 IN. THICK 310 SY/0 tS7,:4,S4 8-14.5 28 MAIL BOX SUPPORTS, TYPE 1-D 7 EA / g2). 66 /, a, &a', 8-18.5 29 MAIL BOX SUPPORTS, TYPE 1-3 8 EA / S ,z,'' /, 2 40, tic% 8-18.5 30 CONDUIT PIPE 3 IN. DIA. 150 LF /4'. /5 2, 7aa. se 8-20.5 31 JUNCTION BOX 2 EA 3,-3,:2_. 3 S G. (a V, 2G7 8-20.5 32 REPAIR OR REPLACEMENT 1 FA $10,000.00 jc 11 7.''O 8-30.5 ADDENDUM 1 TOTALBID '9'fir,J;�� 130 6/22/04 MOUNT OLLARS BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, Superior Paving Co. , as principal, and Travelers Casualty and Surety Company of America , as Surety, are held and finely bound unto the City of Yakima, as Obligee, in the penal sum of Five Percent of Amount Bid (5.00% ) Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, 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 Mead Avenue Improvement, Mead Avenue From 161h Ave. to 11th Ave., FA #STPUS-4570(001) LA 5005 according to the terms of the proposal or bid made by the Principal therefor, 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 shaft, 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 1 -' TED THIS 24th DAY OF June 2004 Sup - By: P-, g Co. Kr Cevin Ladwig, Sr. Vice -President (.„ T By: St velers Ca alty an• I1! .,Cid. _ G� >`. Paula M. McCoy Attorney -in -Fa. t Received return of deposit in the sum of $ TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Anne E. Strieby, James B. Binder, Paula M. McCoy, Carrie Ester, of Seattle, Washington, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 2nd day of August, 2003. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD VawuwtS_a� ff yLg� CONN. g TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY By -= George W. Thompson Senior Vice President On this 2nd day of August, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. CERTIFICA t'h ttrAtakiii- My commission expires June 30, 2006 Notary Public Marie C. Tetreault I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 24 day of June , 20 04. By Kori M. Johanson Assistant Secretary, Bond Travelers IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism -related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge. that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. Bond No. 104340680 RETAINAGE BOND KNOW ALL MEN BY THESE PRESENT: That we Superior Paving Co. , a corporation existing under and by virtue of the laws of the State of Washington and authorized to do business in the State of Washington, as Principal, and Travelers Casualty and Surely Company of Americaa corporation organized and existing under the laws of the State of CT and authorized to transact the business of surety in the State of Washington, as Surety, are jointly and severally held and bound unto City of Yakima City of Yakima hereinafter called Obligee, and are similarly held and bound unto the beneficiaries of the trust fund created by RCW 60.28 as their heirs, executors, administrators, successors and assigns, in the penal sum of Twenty Four Thousand Nine Hundred Fifty Two Dollars and 32/100 ( $24,952.32 ) plus 5% of any increased in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work. WHEREAS, on the a - day of chit/ Contract No. 1// A•tTravelers Casual < wih Surety Company of(�marina V, the said Principal herein executed for Mead Avenue Improvement, Mead Ave, 16th Ave to 11th Ave Street Reconstruction WHEREAS, said contract and RCW 60.28 requires the City of Yakima to withhold from the Principal the sum of 5% from monies earned by the Contractor on estimates during the progress of construction, hereinafter referred to as earned retained funds. AND NOW WHEREAS, Principal has requested that the City of Yakima not retain any future earned retained funds and that they release all of a portion of the current amount of earned retained funds as allowed under RCW 60.28. NOW THEREFORE, the condition of this obligation is such that if the Principal shall use the earned retained funds which will not be retained or shall use such funds which are now being released, for the trust fund purposes of RCW 60.28, then this obligation shall be null and void; otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, said P incipal and said Surety have caused these presents to be duly signed and sealed this ro " day of ..%u /y A.D. o2 '/. By: By: Superior Paving Co. Principal ualt Sur merica Attorney -in -Fact Paula M. McCoy Travelers IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act"). The Act establishes a short-term program under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of covered losses caused by certain acts of terrorism which is in excess of Travelers' statutorily established deductible for that year. The Act also caps the amount of terrorism -related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in coverage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbedded in your overall premium, and is no more than one percent of your premium. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Anne E. Strieby, James B. Binder, Paula M. McCoy, Carrie Ester, of Seattle, Washington, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 2nd day of August, 2003. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD 00,01000 Owlet HA RD, 1100 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARIVIINGTON CASUALTY COMPANY George W. Thompson Senior Vice President On this 2nd day of August, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. CERTIFICAI'L c 3.►�naa,u�A�' My commission expires June 30, 2006 Notary Public Marie C. Tetreault I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this day of , 20 . B, 5� Kori M. Johanson Assistant Secretary, Bond NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USOOT) 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 USDOT's 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. 133 NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: 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. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 135 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. 137 COUNCIL RESOLUTION RESOLUTION NO. D` 4 8 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima. WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. 1� ADOPTED BY THE CITY COUNCIL this __ day of 1983. ATTEST: 71 41tvw MkA-ttCut.- Mayor City Clerk 139 AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If suchworker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. 141 g. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. BIDDERS CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: certifies that: 1. It intends to use the following listed construction trades in the work under the contract and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by -this Bid Conditions. (Signattof Auffiorized Representative of Bidder) 143 SUBCONTRACTORS CERTIFICATION Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor) 145 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification wilt render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non-compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or 147 subcontractor can comply with the requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 148 PROPOSAL SIGNATURE SHEET Mead Avenue Improvement Mead Ave., 16th Ave. to 11th Ave. Street Reconstruction City Project No. 1919 The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH CASHIER'S CHECK CERTIFIED CHECK PROPOSAL BOND IN THE AMOUNT OF DOLLARS ($ ) PAYABLE TO THE STATE TREASURER X IN THE AMOUNT OF 5% OF THE BID " Receipt is hereby acknowledged of addendum(s) No.(s) SIGN'F�E OF AUTHORIZED OFFICIAL(s) _ — Li) J r� . V ` Pr" 8,c PHONE NUMBER FIRM NAME-Ct-e9e-814. 7 (ADRESS) /9) iM' STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER —,Ye e_/-3,5-,< ' /�,2_ `/ I FEDERAL ID Na. „9/-�'f j� 6 Note: (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1-02.6 of the standard specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 149 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. B. PROPOSAL SIGNATURE SHEET To be filled in and signed by the bidder. C. BOND ACCOMPANYING BID This bid form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not Tess than 5% of the total amount bid and may be shown in dollars or on a percentage basis. The following forms are to be executed after the contract is awarded: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. 151 PLANS & DETAILS Project Details City Standard Plans Traffic Control Plan (Informational Copy) ADJUST FOR TOP OF HOOD TO MATCH TOP OF CURB. SIDEWALK —\\ COMBINATION CURB & GUTTER CATCH BASIN FRAME, GRATE, & HOOD. INLAND FOUNDRY NO. 517 OR APPROVED EQUAL. (SHOWN WITHOUT GRATE) SURFACING / 30* RCP 16. z P REMOVABLE 90PVC TEE BASE '//>//,7.'//// 1:2 GROUT COLLAR SECTION A -A CATCH BASIN DETAIL City of Yakima — Engineering Division STORM DRAIN PIPE APPROVED: 6.7.01 CITY OF YAKIMA - STANDARD DETAIL CATCH BASIN D1 A r. co N PLAN VIEW 18" (+ '102") X 24" \+ 0 102") 2"/ 16" x 22" OPENING A 17 3/4" (+ /32") X 23 3/4"(+ 01/32" ) 25" x 31" SECTION A ilt r M CASTING PER: ASTM A27 GRADE 70-36, OR ASTM A536 GRADE 80-55-06. APPROX. WEIGHT, 124 LBS. CATCH BASIN GRATE FRAME City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL CATCH BASIN GRATE FRAME D4 u _ _ LEVEL PAD — 3/4" x 2 1/4"x 1/16" (16 PLACES TOTAL) ---"*-----*..- I _ PLAN VIEW 18" (+ '102") X 24" \+ 0 102") 2"/ 16" x 22" OPENING A 17 3/4" (+ /32") X 23 3/4"(+ 01/32" ) 25" x 31" SECTION A ilt r M CASTING PER: ASTM A27 GRADE 70-36, OR ASTM A536 GRADE 80-55-06. APPROX. WEIGHT, 124 LBS. CATCH BASIN GRATE FRAME City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL CATCH BASIN GRATE FRAME D4 COVER 3/8" — 16NC HEX BOLT w/ WASHER CARRIAGE BOLT w/ WASHER SKID RESISTANT SURFACE JUNCTION BOX COVERS DIMENSIONS (INCHES) LBS. A B C TYPE 1 25 1/4 14 1/4 3/4 30 TYPE 2 31 1/8 18 1/4 3/4 50 JUNCTION BOX DIMENSIONS (INCHES) WT• LBS. D E F G H J K TYPE 1 27 1/4 16 1/4 12 12 3/4 23 3/4 1/2 11 1/4 47 TYPE 2 33 1/8 20 1/8 12 16 3/8 29 3/8 1/2 11 1/4 56 NOTE 1. JUNCTION BOXES AND COVERS SHALL BE CONSTRUCTED OF POLYMER CONCRETE GRAY IN COLOR, REINFORCED BY A HEAVY—WEAVE FIBERGLASS. COVERS SHALL BE RATED FOR A MINIMUM SURFACE LOAD OF 15,000 LBS, AND BOXES RATED FOR A MINIMUM OF 8,000 LBS. OVER A 10" SQUARE AREA, MATERIAL COMPRESSIVE STRENGTH SHOULD BE NO LESS THAN 11,000 P.S.J., COVERS SHALL HAVE A MIN. COEFFICIENT OF FRICTION OF 0.5 AND HAVE THE LOGO "TRAFFIC SIGNAL" ON IT. BOXES SHALL BE SIMILAR TO "COMPOSOLITE" AS MANUFACTURED BY QUAZITE CORPORATION OR APPROVED EQUAL JUNCTION BOX DETAIL City of Yakima — Engineering Division APPROVED: 9.20.99 CITY OF YAKIMA - STANDARD DETAIL JUNCTION BOX DETAIL Ell BACKFILL AND CONDUIT BEDDING MATERIAL SHALL BE COMPACTED CRUSHED SURFACING TOP COURSE. 2" OR 3" SCHEDULE 40 CONDUIT(S) AS SHOWN ON PLANS CONDUIT TRENCH SECTION City of Yakima — Engineering Division APPROVED: 1.13.00 CITY OF YAKIMA - STANDARD DETAIL CONDUIT TRENCH SECTION E14 Ramp slopes shall not be steeper than 12H:1V. 1 EXPIRES MAY 16. 2003 0 a a k a _ [} 1|| i�� o q htt § 1 § 1/2" R EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB & GUTTER. CEMENT CONCRETE BARRIER CURB SECTION CURB SECTION 0 DRIVEWAYS AND RAMPS NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. CEMENT CONCRETE BARRIER CURB City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL CEMENT CONC. BARRIER CURB R1 Manhole ring aria cover 0 4" E O U N O 0 O N Y t 0 Circular adjustment section s in v )(VW 93 Eccentric cone section MANHOLE DIMENSION TABLE• BASE REINFORCING STEEL 50 IN/FT EACH DIRECTION Q ao c K a d W N n Dt 0 0 N N 0 INTEGRAL BASE] to m N O O O MINIMUM DISTANCE BETWEEN KNOCKOUTS co ro 0 MAXIMUM KNOCKOUT SIZE tD -N m M P V 0 0 W W N Z Q V 10 0 m OD S N N J Y 3 ? 2'-1 N 3 V 0 Q 0 e In O tD Precast riser sections XVW ,GZ •NIW ,9 0 0 0) 4,4 MANHOLE TYPE SEPARATE PRECAST BASE CURB & GUTTER 1" CSTC (COMPACTED DEPTH) 6" WSDOT CL 3000 CONCRETE W/ COARSE AGGREGATE GRADING NO. 5 DISTANCE VARIES — SEE PLAN YMC 8.64.070 R10 NTS CONSTRUCTION JOINT CONSTRUCTION JOINT RESIDENTIAL DRIVEWAY APPROACH City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL RESIDENTIAL DRWY APPROACH R10 CONCRETE APRON 7' MIN. OR TO R/W LINE (WHICHEVER IS GREATER) RP PREFERRED RAMP CONFIGURATION 15' (MIN) WIDTH PER YMC 8.64.070 15' (MIN) RP • ALTERNATE RAMP CONFIGURATION CONCRETE VALLEY GUTTER SURFACING 6" RAISED CURBING MAY CONTINUE INTO SITE. VALLEY GUTTER TO FLOW LINE --0-- 1' 3' VALLEY GUTTER SECTION A MIN. 4" COMPACTED DEPTH CRUSHED SURFACING, TOP COURSE NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. COMMERCIAL APPROACH City of Yakima — Engineering Division APPROVED: 10.5.99 CITY OF YAKIMA - STANDARD DETAIL COMMERCIAL APPROACH R11 FOR HANDICAP RAMP EZ E AND POSITION, N.SEE APPLICABLE STANDARD DETAILS. THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL ER|AL SHALL BE PLACED AT 20' INTERVALS OR MATCH TCH EXISTING CURB JOINTS. 2. DUMMY JOINTS SHALL BE SCORED INTO 7D THE CONCRETE AT ALTERNATING 10' INTERVALS. 3- "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. SIDEWALK JOINTING DETAIL City of Yakima — Engineering Division AP PRUVED 9.15.99 OF YAKIMA - STANDARD DETAIL SIDEWALK JOINTING SEE PLANS = —0.02 • A. COMPACTED EARTH COLD JOINT 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION SEE PLANS S = 0.02 FT/FT .•• -•1• .•w 4 COMPACTED EARTH — 6" 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE THICKENED SIDEWALK SECTION NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. TYPICAL SIDEWALK SECTIONS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL SIDEWALK SECTIONS R14 9 1/2" 8" 7 1/8" 1/2" 6 5/8" 8 1/8" MONUMENT CASE MONUMENT CASE 1 1/2" CLASS "G" ASPHALT (COMPACTED DEPTH) MONUMENT CASE TO BE SATHER MFG. CO. #2022 OR APPROVED EQUIVALENT 3/16" HIDE BEAD, 1/8" HIGH 6" CLASS 3000 CONCRETE CRUSHED SURFACING TO BE PLACED AFTER PLACEMENT OF MONUMENT CASE SUFFICIENT 10 SECURE MONUMENT 2" ALUMINUM. BRONZE OR BRASS SURVEY CAP 5/8" REBAR — 24" LENGTH MIN. NOTES 1. MONUMENT TO BE PLACED AFTER FIRST LIFT. 2. TOP OF MONUMENT CASE SHALL BE 1" BELOW TOP OF FIRST UFT. 3. MONUMENT CASE TO BE PLACED AFTER FINAL UFT OF ASPHALT. 4. IN UNIMPROVED ROADS, THE MONUMENT CASE SHALL BE SET WITH THE TOP OF THE CASE 6" BELOW EXISTING GRADE. 5. WSDOT CLASS 3000 CONCRETE WITH AGGREGATE GRADING NO. 5. SURVEY MONUMENT City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL SURVEY MONUMENT R25 CLASS 3000 CEMENT CONCRETE FULL DEPTH OF SECTION LESS 1 1/2" 1 1/2" CLASS "G" ASPHALT 12" ASPHALT PAVEMENT •yrrrrrrrr, yr; 1881E1888881188i SUBGRADE _�'�_ ��� ��O�O �000 r de Le 88888811111111Ir N 1 Ny SUBGRADE BASE DRY PACK ALL JOINTS AND VOIDS SMOOTH INSIDE BARREL MANHOLE ADJUSTMENT DETAIL City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL MANHOLE ADJUSTMENT S3 SEE DETAIL R24 FOR TRENCH PATCHING 7- SUITABLE EARTH FOUNDATION (SEE NOTE) S4 NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL TRENCH DETAIL S4 EXCAVATION›?; >1 PAYMENT LINE FOR PIPES 15 INCHES AND UNDER I.D. + 30 INCHES • e a \•\ G ti moo, SUITABLE EARTH FOUNDATION (SEE NOTE) S4 NATIVE MATERIAL SHALL BE USED FOR BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. UNSUITABLE FOUNDATION MATERIAL SHALL BE REPLACED WITH GRAVEL BACKFILL FOR FOUNDATIONS CLASS B. TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL TYPICAL TRENCH DETAIL S4 1- uJ LTJ L.L X II 0 Z U 3- N Z N O 0 45/65 MPH Rural Roads + O n 35/40 MPH Urban Arterials + 0 0 N 25/30 MPH } 0 4- L L00 n c w 0a� C � c L N) iq L 0)Ct CO7 N N C 7 m c O 0 c zo0 0 0 � D V m x c . o � N v m o v Om L H � 3 c L P y N } -47° CHANNELIZING DEVICE SPACING (FEET) 0 co O O O: UJCt. 0 0 M O N a w 0 M 0 0, MUM TAPER LENGTH = L (FEET) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 I I N t- tD 0 0 1 LO V) (V I.- 0 o u+ 0 1n 0, 0 U tO D o tD 0 {n ul in lD o {0 0 N Q p1 v v v1 O In 0 1`. N 01 co Co - in in VI O N co N v N O u1 0 0 LO CO 1n ^ N O ... N Z w,Z•- C ZQO� O N J3` OPTIONAL IF 40 MPH OR LESS **W20 -7B r- 0 3 N LL1 O Z J cc W 0 4® RECOMMENDED - MAY BE W J U cw W J >0 w 2 ›W U Y w cc 1-0 O cc W a • r- 0 N 2. EXTEND TAPER ACROSS SHOULDER. J Z Z Q U J 0 O m a • H LL Z1/) V) W V')w OOz V) O m ut a O Q W W1 -U V): -. 20 1- -1- W r- oo> -0Q O 01-wz rot z- 00 zmw QV) Ocr w d In aWJ0 V)20 1-W• LL OW WV) IJV wwcccc cra0 o mcc - cLJz ZW LL.-» Ln03 0 Ow o 0 1- • U V) - 0 0 Ln 2 Z OZ0O Wo -o a: LL F- 1n w ALL Z LLO ZF-w•- 000 -nu_ .-a> -I-z 2-0 >-oc o V) m0 ccLi 0Wm www c.)maa zoo z>�-- z cc o_ accJ awo Ln 1-wLL Jm J1 LL^ omLL UZ d�--SOW O W V)ZUU XJ 10 In 1 .-+ W J Z r- crn 1- mw act a1 U. w2-- I-LLO-O -V)3 0 3 O N [3:\S O � W 0 BUFFER DATA BUFFER SPACE = B ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT TMA - RECOMMENDED. SEE TABLE FOR APPLICATION PRIORITIES, PAGE 6. tD rn v O tD to v 60-65 100 50-55 75 45 50 60-65 150 50-55 100 45 75 60-65 200 50-55 150 45 100 N III VI M 0 In O N 01 Cr N N 0 c O r M0 CO 0 U1 0 01 N In V) 2 a m W N LENGTH (feet) 1:°r` O 0 0 Q 0 "o40 N O.X .\.. N CO 0 0 z W co 0 (MAY 2000) Work Zone Traffic Control Guidelmes co _o Q 0 N -J P 0 Z 'Lil 0 UPJ J LOCATION z U V) FLAGGING STATION 0 M its D Page 39 W N 0 J U W Z, Q N Z 0- 0 0 U 1- U LTJ V) W 1- Z PROTECTIVE VEHICLE - RECOMMENDED u 1 CONSTRUCTION PLANS* 1 • CMYM1Y /-11, jj TAHOW T1 JA1. KY N{TMJTC MILL VALLIY LJ` Lig cn r HOMO AKf SCHOOL 111 PAPX ELM SCHOOL CITY of YAKIMA NO SCALE VICI\ITY V A AZ MEAD AVENUE IMPROVEMENT MEAD AVENUE FROM 16TH AVE. TO 11TH AVE. City Project Number 1919 FA NO. STPUS-4570(001) LA 5005 DRAWING INDEX SHEET NO. SHEET DESCRIPTION Sheet 1 Sheet 2 Sheet 3-8 Sheet 8-18 Sheet 19-23 Cover Sheet/Vicinity Map/Index/Curve Table Class "A" Signing Plan/Legend/Notes Roadway Plan/Profile Roadway Cross Sections Striping Plan PLAN DISCLAIMER UNDERGROUND FEATURES SHOWN HEREON REPRESENT BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE NUMBER LOCATOR SERVICE: 1-800-553-4344 0 p .> E 0 a c >- 4_ 4- a) o > 'E) ULL1 catg 0 t3 ZE rn rn z 0 0 a 0 Y 04- 0 U II) 0 0 J O 0 0 N. ul 0 O z LL 0 w 0 0 a` Z 0 0 W 0 0 W W � 23 CURVE TABLE CURVE Rad Pt. North Rad Pt East LENGTH RADIUS DELTA TANGENT CURVE Rad Pt. North Rad Pt East LENGTH RADIUS DELTA TANGENT C1 453923.68 1632843.40 21.55' 14.42' 85'35'00" 13.35' C31 453922.99 1635048.65 20.47' 13.00' 90'12'33" 13.05' C2 453923.68 1632845.40 32.02' 21.42' 85'37'12" 19.85' C32 453922.99 1635046.77 31.48' 20.00' 9010'56" 20.06' C3 453922.37 1633107.36 20.61' 13.00' 90'49'31" 13.19' C33 453838.75 1634741.65 20.48' 13.00' 9014'38" 13.06' C4 453922.37 1633105.36 31.51' 20.00' 9016'21" 20.10' C34 453838.75 1634739.64 31.57' 20.00' 90'25'46" 20.15' C5 453922.38 1633168.16 20.92' 13.01' 9210'10" 13.51' C35 453838.73 1634672.71 20.49' 13.00' 9018'08" 13.07' C6 453922.38 1633170.07 31.93' 20.00' 91'27'54" 20.52' C36 453838.73 1634670.72 31.51' 20.00' 9015'43" 20.09' C7 453922.44 1633430.43 20.43' 13.00' 90'03'06" 13.01' C37 453838.65 1634447.55 20.41' 13.00' 89'56'31" 12.99' C8 453922.44 1633428.43 31.39' 20.00' 89'55'40" 19.97' C38 453838.65 1634449.55 31.46' 20.00' 90'06'59" 20.04' C9 453922.45 1633490.88 20.19' 13.00' 88'58'41" 12.77' C39 453837.83 1634378.51 20.88' 13.00' 92'02'15" 13.47' C10 453922.45 1633493.07 31.22' 20.00' 89'26'08" 19.80' C40 453837.83 1634376.60 31.81' 20.00' 91'07'54" 20.40' C11 453922.54 1633753.10 20.60' 13.00' 90'47'36" 13.18' C41 453842.73 1634099.73 12.57' 8.00' 90'00'00" 8.00' C12 453922.59 1633751.29 31.59' 20.00' 90'30'37" 20.18' C42 453842.73 1634101.73 23.50' 15.00' 89'46'39" 14.94' C13 453922.57 1633814.52 20.36' 13.00' 89'42'54" 12.94' C43 453836.96 1634040.34 20.43' 13.00' 90'01'14" 13.00' C14 453922.57 1633816.21 31.30' 20.00' 89'40'03" 19.88' C44 453836.96 1634038.34 31.42' 20.00' 90'01'07" 20.01' C15 453922.65 1634064.82 20.57' 13.00' 90'38'22" 13.15' C45 453843.43 1633411.56 6.76' 8.00' 4874'10" 3.60' C16 453922.65 1634062.82 31.56' 20.00' 90'24'39" 20.14' C46 453843.43 1633411.56 18.47' 15.00' 70'32'28" 10.61' C17 453922.67 1634133.56 20.06' 13.00' 8873'50" 12.64' C47 453843.42 1633366.55 6.84' 8.00' 49'00'37" 3.65' C18 453922.65 1634135.57 31.05' 20.00' 88'57'48" 19.64' C48 453843.42 1633366.55 18.47' 15.00' 70'33'12" 10.61' C19 453922.76 1634394.82 20.42' 13.00' 90'00'47" 13.00' C49 453843.41 1633240.56 7.10' 8.00' 50'5218" 3.80' C20 453922.76 1634392.82 31.42' 20.00' 90'00'12" 20.00' C50 453843.41 1633240.56 18.40' 15.00' 7016'49" 10.56' C21 453922.78 1634465.38 31.46' 20.00' 90'07'03" 20.04' C51 453843.39 1633195.55 7.17' 8.00' 51'21'39" 3.85' C22 453922.78 1634463.38 20.46' 13.00' 9010'23" 13.04' C52 453843.39 1633195.55 18.46' 15.00' 70'31'28" 10.61' C23 453917.32 1634577.26 17.41' 15.00' 66'30'00" 9.83' C53 453828.38 1633175.56 11.95' 23.00' 29'45'51" 6.11' C24 453917.84 1634669.79 17.40' 15.00' 66'27'30" 9.83' C54 453828.38 1633175.56 25.24' 30.00' 48'12'15" 13.42' C25 453922.87 1634721.90 20.23' 13.00' 89'08'29" 12.81' C55 453858.48 1633125.95 29.83' 9.50' 179'55'41" INFINITE' C26 453922.87 1634719.91 31.24' 20.00' 89'30'25" 19.83' C56 453828.36 1633077.53 11.82' 23.00' 29'27'25" 6.05' C27 453922.90 1634790.90 20.42' 13.00' 90'00'08" 13.00' C57 453828.36 1633077.53 25.19' 30.00' 48'07'00" 13.39' C28 453922.90 1634792.78 31.39' 20.00' 89'56'05" 19.98' C58 453838.31 1632842.43 20.39' 13.00' 89'51'52" 12.97' C29 453917.93 1634898.42 23.41' 15.00' 89'26'02" 14.85' C59 453838.31 1632844.49 31.38' 20.00' 89'53'11" 19.96' C30 453917.95 1634944.42 23.71' 15.00' 90'33'58" 15.15' C60 453917.84 1634623.32 34.81' 15.00' 132'57'00" 34.46' 0 p .> E 0 a c >- 4_ 4- a) o > 'E) ULL1 catg 0 t3 ZE rn rn z 0 0 a 0 Y 04- 0 U II) 0 0 J O 0 0 N. ul 0 O z LL 0 w 0 0 a` Z 0 0 W 0 0 W W � 23 i ,;, City of Yakima ��'` f Engineering Division *�'� `,: 129 North Second Street sv, Yakima, Washington J ai d d .*4 3th Ave. I d ai d cid d ,q m W PLATH AVE. g ,-I Pleas; .-I W20-1 cn n v� at rr' vi vi f G20 -2a W20-1 n W20-1 n W20-1 n W20-1 n W20-1 n W20-1 W20-1 0 N I0 N Elo 350'-r- 200" G20 -2a +- 200 G20 -2a +- Z)0 t T G20 -2a uG20-2a +- 200' u +- 200' G20 -2a +- 200' + G20 -2a " f QV +- _a_ G20 -2a I N c W. MEAD AVE. W. MEAD AVE � { o cv c v o MEAD AVENUE IMPROVEMENT MEAD AVE. 16TH AVE. — 11TH AVE. City of Yakima Project N. 1919 F A NO. STPUS-4570(001) LA 5005 2� i°� Class "A" Signing c) 2th Ave. +- G20 -2a 200' i +- G20 -2a 200' i +- 0 G20 -2a n Locations W20-1 u een Ave.l- n W20-1 u sant Ave, n W20-1 t- '+-� 3,50 " W20-1 (Additional Signing Placed As Warranted) •I vi - cr co LEGEND CONSTRUCTION NOTES O SAWCUT/MATCH EXISTING O REMOVE AND RELOCATE INDICATED 1�� UP TYPEI JUNCTION BOX �— GUY ANCHOR/WIRE EXISTING FENCE �Ur --(a- UTILITY POLE O2 TRANSITION NEW CONCRETE SIDEWALK FROM O REMOVE ONLY, DO NOT REBUILD, 0.P• EXISTING PAVEMENT 7 FEET TO 5 FEET WIDTH INDICATED EXISTING FENCE REMOVE IRRIGATION VALVE REMOVE EXISTING FENCE, DO NOT CONIFER TREE T V 3 0 TELEPHONE VAULT FH REBUILD, INSTALL TEMPORARY FENCE. —(vimFIRE HYDRANT 0, CONSTRUCT COMMERCIAL APPROACH PER ipi DECIDUOUS TREE CITY OF YAKIMA STANDARD DETAIL R11 INSTALL TWO 3" SCHEDULE 40 CONDUITS ON H SANITARY SEWER MANHOLE O GRADE BREAK UP O REMOVE INDICATED TREE(S)AND TYPE 1 JUNCTION BOXES AS Project Eng. LHJ Drawing Scales Horizontal N/A Vertical N/A PROPOSED NEW RIGHT—OF—WAY UNE INDICATED ON THE PLANS, PER CITY OF S DMH '7 GRADE BREAK DOWN YAKIMA STANDARD DETAILS Ell AND E14, 1419 S. 16th Ave. SITE ADDRESS STORMDRAIN MANHOLE © FOR FUTURE SIGNALIZATION WATER LINE M 0 fl CASED MONUMENT W . CATCH CATCH BASIN *NOTE: FIRE HYDRANTS AND WATER METERS WIL BE RELOCATED BY CTIY OF YAKIMA IRRIGATION UNE —IRR WATER DIVISION. POWER POLES AND UTILITY POLES TO BE RELOCATED AS SECTION CORNER **WM WATER METER STORMDRAIN UNE NECESSARY BY THE APPROPRIATE UT1LITIY COMPANIES. CLASS 'A' SIGNING PLAN ��� 1 SURFACE MONUMENT CQ=:] QUARTER CORNERROAD STEL M y MB Sp MAIL BOX —SS— SANITARY SEWER UNE WORK AHEAD SIGN 1. ALL EXISTING FENCES THAT FALL WITHIN THE RIGHT- OF-WAY NJ, qp R TELEPHONE RISER W20-1 SHALL BE RELOCATED TO THE PRO- P� 4 PERTY UNE, UNLESS OTHERWISE NOTED ON THE PLANS. ; END ROADWORK SIGN W WATER VALVE u G20 -2a 2. ALL EXISTING ASPHALT, CONCRETE CURBS, GUTTERS OR SIDEWALKS, SHALL AND EBE REMOVED, UNLESS OTHER R VEGITATION THAT FALL WITHIN SN TRAFFIC SIGN THE ETREESXISTING RIGHT-OF-WAYSE /, f DRAINAGE FLOW DIRECTION �' �� .� IRRIGATION VALVE NOTED ON THE PLANS. 1. .rte 4mes1 000 1044.07 DESIGN ELEVATION 3. ALL EXISTING ASPHALT, CONCRETE CURBS, GUTTERS OR SIDEWALKS, fON� SN SIGN SHALL BE SAW CUT TO A STRAIGHT LINE PRIOR TO MATCHING NEW Z J CONSTRUCTION. =Ws 11/17/2005 (1043.86) EXISTING ELEVATION [i B IRRIGATION BOX 4. THE CONTRACTOR SHALL INSTALL DETECTABLE WARNING SURFACES PER WSDOT STANDARD PLAN F3 IN ALL HANDICAP RAMPS. PP NEW MAIL BOX POWER POLE O • i 1+44.75 1044.27 L. AWN VVEF D/LAWN R/W 1418 S. 15th Ave. 1419 -ST---1-6-th—Ave. r/ GRA VEL R/W LAWN R5 R5 +7t52 3.43 --7LC_QN C. SIDEWALK/TRAFFIC C. MATCH LINE LL.1 LU (/) • R/W ASPHALT PA;K1NG NEW 7 CONC. SIDEWALK/TRAFFIC C&G SN AWN 1500 W. Mead Ave. -----'11R7''''' Bcix 3+77-81mm 3 i...A.Tif\ C, NUt.W,A1._ i--` -, 1+44.75 1 i 1 TBC 1044.29 I I i i e a TBC R/W j + '). ' 4+00.14 / 1043.23 A?ARMENTS TBC — 11/17/2 05 EXISTING 0 ri GRADE • —0.2.71337, 1044 E31 f';', 11.1\I 3 3Ci!' T P 1+00 +50 2+00 4-50 3+00 + 50 4-1- 00 -1-50 1040 0) 0 (1) 0 L E >- 4- 0 0 0 0 Er) 0 0 0 N 11) D (13 1— (/) LL 3 0_ ')t') 11 .11 11 • go 0 LiJ LiJ LT_ >0 0< < z < 0 MATCH LINE STA 4+85 SEE SHEET 3 OF 23 ttiSP/7/A , //1 / -// 1407 W. zivread- Ame.1 I I comr 1 403 • LAWN 1419 S. 15th Ave. GRAVEL ORIVEWA LNEW...7-'-CONC-SIDEWAL 21RA FIC2IM 5 5 ,_5+00 I Ei atti_ WN 6+00 t/HOL,ISL-./ 1 .7 / L AWN D 20.00' 1 / / 3 40;34///k/M-6•-:atiA Ave ICONC,. it--7*29.48 'DRIVEWAY 1-043.23 TB C RB -1+R7 L AWty LAWN cri D/W 20.00' 1311' 4Y:10-e:cid Ave. „•• R/W 2 / UUSE LAWN e/,/,/ 7:1-g, .47-r 1043.1 TBC 7+00 vs/ 0 0 Lri C11 EL PARKINC CR AV W-- 0S 0)19 8+00 LAWN R/W ASPI , DRIVA '11 2' -3' NEW R51 LAWN 18.00' 7' CONC. SIDEWALK /TRAFFICF-e&G— 4., 5- ry N'Ark-1 .1wY FH MEAD AVE. 24" sr) iri D/W -RAVE rC11- 20.00' 11 0 • = MATCH LINE STA SHEET 5 OF 23 LU Lu 0 .> E0 cr) 0 c >- 4- (I) o a) 4-1 • - C obJ R49 & Ft5,0 4+95.84 ) 1043.43 TBC — 5+4485 104389 TBCI LAWN 8-+66.84 1d43.30 TBC +R47 & R48 6+80 98 TB kis & R45 6+ \ 104 TBC .70 .25 7+11.85 1043.26 -mc 1310 W. Mead Ave. 1< I 11/17/2005 1048 niV CC. cl DC --‘,1-‘,1 ..,_) 7 1 s i 1/ t—si N : . . . . . . • . • . . . . • • • • . . . . . . 1048 0 . . vi • 5 '..Ce.o-0N.n.Ze.I•. • GRADE= • . • • —0.0755% . . ' . Ki 'zCev0on7oe3'- i' 0 • • EXISTtNG .•.• • ' . • . • • • • . -... 0 r r*o_0c..:n.•s.i:.i.* . ...• • • ..• • • • • .•'. c0C+Oi S • • .2' en •.r,0It.— .... .o •••• • .... • .... 1044 ...• 1044 FINISHED GRADE •..' • • • ---- • • • • • - . • . . . - • . • • . • . . • . . . IL t . 1 i II • • t • kt . • II t L.__ ____ _ _ :____ ____ i 1 • I 1' _ .... ___ • _ ___.. _ • 1040 1040 • ,„.._ • . • . • •. . . • • - . • ., -:' ‘ ; .-, E„ j (-^ -1 ';‘; :) E k / .-2: *,'; . N ', i • ;;'E ,;.-; L' • .. .; , ' ;-,E ' . • 1 E ) i I ,. - , t •• L._ ..........., — — —.,. •t • • • • • -i • 5+00 + 50 6+00 +50 7+00 + 50 8+00 +50 0) 0) 0 0) 0 0 E 090 >, 0 U) 0 0 Ln 00 0 N 11) (n1 cr) z —2 0, 0 0 0 .it 171 14 .11 P LINE STA 8+75 , / / , / L., - , i • I :: ' . . . . oz,/A /,,,,,, ,/ 17,/ / / // 6 < . • RCN CON,S TRU C T/1,0"/ 'k',20, X 6'),- iCONCRETE/DRIVEWA*-1,14D'. GR. A VEL , • • I- ///,/,,/ </ /7/ / /./,,,f;_, R/W . • • . L i 1042 LAR12 ('II,: P WN l' • . 1419 S.i/k5-c.11,/,A-Ve-:/// ,- • ‘,.1213 ' //, . . . • : CCN 1 .99 ' --R11 1-1 „-- '/Thl:+1114 •\ 11+16.78 /' /1 ' . . . . . . • . Q• 30C W Mea 1 • 4 (4,' k,,,,,pa. DRIVEWAY 1301 W. Mead Ave. Jf ' ,' \ . . . . TBC CONC. GRAVEL ...c, d• 0 .- c..., co 0 ._ . • . • • . . • . • • . GRAD -I • . . . • . - 17';'- 1044 • • . . • . . . . . . . ° FINISHED GRADE- + ._ . . . • • , 4 . x N EW71 CONC._SIDEIAIALKARAFFIC-- 8c%p----; '::,..' .— -44 - STIJM r n W 7' CONC. tiSIDEW 'I K --TRAFFI ,D: G D V .. AL, : • • ,' . . . _ , • • _ .. • . . • • • IV- — . . . . 35.0 ‘,.. —•,-- 1 3 ' ; , •-•-•)■-___S• OM. _ __ . . . . 1040 1040 . _____, c's— • . . • \,.... . . . . . . . . . . . • . . . . . . . e. p, . e.p. o cri 9+00 t 3O ‘--. 10+00 e---7). .:.?,:• cN1 11+00 oi 30" 12+00 ,:s3", , -,....„ L, . i•• ...' t \ ! / 3 - :',-.--. ' o - -I- _._ - f‘ .7-,. . '"----- ri b (0 UrV L wv MtAll AVE. 8" b • . V-, 4i--.-----.3., ,--"'''-'"---.4AL 25i00 ---W--- — ..-_—__________4 LO SD, CV SC' 8 -SD D —ii -.-;;;v' 6 GRAVEL cv uRAN 1 I ‘WM0"-- . MB wM Po.. Eft_ _ _ — " ' ' , upft • ANC. \ i 1D/W, 1 Di ,ULW, . NEW7' SIDEWALK Fit5V1,grO .... . , r--7...., —0\10. Oe , , 2Q. Ou -12.Q.u0 12.00 ..... ! , --,----"----.-,. 1306 W. Mead A . ET: , R/W . _... i-------7 i --7-:= - 1 o --e2 • .. / 0 LAVVI4 EXISTI 0 1302 W. Mead Ave. LAWN G R/W 1 < , . -3 ..;-.-- 1 ',,L>.1 i:77 I ,t > 3:" -62 0 CI 1210 LN? W. Mead Ave. – iz I< 11 1 11 .. 0,..D LAWN 1206 W. Mead Ave. SEE SHEET 6 OF 23 ,t W. AO,4 441:0980, topia. 11/17/2005 0 0 ._> EO 0 c >-• •E (1) 0 (I) o1 -Li • 1048 I • . • . . . . . • . • . • . • • • . • . • . • • . • . :1048 . . . • : o + 0, K1s- r) Piri .4. . ._ - - . . . . . . . . . . e, ,....., •ct, .- •....., r, d- . ._ . . . . . . • . . . . . . . • . . . . . . . • . . . . . . . • . o o + ._ _ — cl ,I• .- V o <t• . .._ . . . . • . . . . . . EXISTING . . . . . . . . . . • 0 6 cl ._ ...c, d• 0 .- c..., co 0 ._ . • . • • . . • . • • . GRAD -I • . . . • . - 1044 • • . . • . . . . . . . ° FINISHED GRADE- + ._ . . . • • . _ • . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • • • . • . . . - . . . . ....„ . . ......... „.....„ . . • .... . . . . . 1040 1040 • . . • . . . . . . . . . . . • . . . . . . . . . .. • . '', 1- ,, . . . , --,„ • -. : , -,....„ L, . i•• ...' t \ ! / 3 _ , "TV\ ..,-,P ,', .1 .„_, --,.... ..,v . ,1.-, f‘ .7-,. . . • , . • • . • . . • . 9-1-00 +50 102F00 -1E50 11+00 50 12+00 50 0) 0) 0 0 1.0 0 E 0 >- 4- 0 >", 3 0 0. L.] UJ >0 </2 0LJJ_ z a_ a 8+75 TO 12+65 3 / / //i ‘ri//HOUS131763.12 if/Y./V/1042.75 TBC CRAVEL1 LAWN AVEL 1420 S. 12th \ [1417 Si. ART/V, LA • 16+93 1042. vX:xNEW 7' ABANDON EXISTING - 13+00 AND REPLACE 10" CONC. W/SDR 51 PVC 24" STUMP </TRAFFI b 0 MEAD AVE. , b —w— — — — — 10" CONC. ASPHAL NEW-7"----CONDi SIDEWAL /TRAFFIC C& N MATCH LINE 30RVI • ,a,F. t ' HOU E RSOR/TAE 13+38.61,-7 1042.75 LAWN TE3c-e 02 Vii,_,AVI--py,d, Ave.104M, TBC 1;131+1'58.61 R44 R43 „/„i Ave. ASPHALT V 1 '''W.EIVead Ave. R/ CN4 1043.16 TBC v AM 11/17/200S / +50 14+00 +50 15+00 50 164-00 50 z 0 E >- Lc) 0 0 00 0 cn1 a_ in z LL 3 IJJ 0 0_ 0 0 .7) STA. 12+65 TO 16+55 6 . . . . • - . • - . • . , • • . . . 76° • - • a . . • • ,•0•5 . . • • .4- • • • • • • • • . • - . . . . . - . • . • . . . • . - . . . 1- . • O' 8 a d r, Z) . 0 • 0 ::: EXISTING •- .0. • - - + CO - • - ..:1-• st" - - • 2 . - 1044 C; • . -4- ._ N .4- ... c,., -4. • . . . . . • .... . 0 FINISHED GRADE 0 .,. • . • o -=' - • . . 01 • . . • . 1044 ,..• -0. ,.. ... . . . .– • • . . . . ___I--____ • • • _ . • .– • . • • • . • . . • GRADE • = -0.0758% . . • . - . . • . • . . . . . • . . ----- -CONSTRUCT-NEW . QS. • S=0.004 FT/FT , , : REMOVE AND. REPLACE EXISTING 10" CONC. R.S.&C: CANAL IRR. • . 1040 SEE - 34 L.F. -6" PVC CITY DETAIL D1 • . •WITH SDR51 10" PVC •PIPE 1040 i= I f IRIGATION • - • - . . • 1040.27 ii I. Y ,) ' • REMOVE AND REPLACE EXISTINC CONSTRUCT NEW STORM DRAIN . . . . " WITH SDR51 18" PVC 18" CONC. .RS84C . .. IRIGATION: PIPE . CANAL IRR .• ,-, . . .1,11 _. __. . REPLACE EXISTING MANHOLE • • • ' 103.777. • ' " • • -_,,..._. . ! i ' (.,1036 _.... /IN:7 , • L, i--< - N .. .•• . .. •• 1036 1 .. —.. — , _... +50 14+00 +50 15+00 50 164-00 50 z 0 E >- Lc) 0 0 00 0 cn1 a_ in z LL 3 IJJ 0 0_ 0 0 .7) STA. 12+65 TO 16+55 6 ` o,y,i City of Yakima �� © Engineering Division , '' 129, North Second Street s!�= Yakima, Washington ATCH LINE STA 16+55 SEE SHEET 6 OF 23 ✓ Jl, Cs ^_ , t y s r 7 r ✓' r/. JJ" l I/yl i✓✓/ [rye AN _..� L y f'�� d J'� J' J J !- ,% /✓''Ji\ F ® 3 , ,'r;, 1-412 O ween ve. I >1 r., , Y .I R/W .... J, w 1109•P W.:' Mead Ave. Exis G Rjw pC.a. ,a 'i-I of � ; � I r .= I ��` R/W ---% 110,3 V�. Mead Av f 3--,Russ C.B.;Q : 3 ' 18+77.06 I 1041.96 - O O 20+20.21[ / C. STA 20+45 8 OF 23 R26'+-FR19,__ 13 4)? li� c j ;. , - , -F-FR21 '} ` ..-.1 17+65x-69 (AI.. € LAWN N TBC R23 AaD42.38'`' 0R 1F 4 + —►�• I AWN 1041.60 R2 ++' R24 00' r—Rs°+ 6.00' S�tX�o4 19+70.0 �C 1 h j s 14.00 � t� �= gym_ �0 K.;_, TBC = >, SD21.tI--.-.- jt,,--�-- ® _,.._ _. __... - -_ ^tet \ � _ ^"�. � _ � _ ._.._ ,._. .._ .f �_.-_ ._.e ..�. I ..... ____ ..�a...t._, .e... _ .._ . . _ j♦e,: ._.._ Oi1H _"" "�J "� ._.._... M_...�_ _.._ r _.... .� .-. ...._ _ — — ._.}.. ..- — 0-- — _. .- .__ :i .,.:_ 17+00 Ix1 cgl 0 4wv MEAD AVE. I °i 19+23.2 O 18+00 i 20+00 I I I o I I- 0 1041.74B WV ci DG co a. i7.;,: .�_ _�_ _— _e— _�. �._`•� — am l .4.a r...—.-:cam.—� __ _�' -- — 0WY ,9 - ..—R " .> `�. _._.._ a .� # ..— ..�. .e.—� ..� --_ — REMOVE AND R pt �C 10 CONCH W SD t PVC o _ -REMOVE I t c� "'R DG f. �W`/ Y IRR Tv tRK R LAN' E..L. R IrR MEAD AVENUE IMPROVEMENT MEAD AVE. 16TH AVE. — 11TH AVE. City of Yakima Project N. 1919 F A NO. STPUS-4570(001) LA 5005 a. ' —t NEW 7' CONC. SIDEWALK TRAFFIC1 t G ' V\> / x ©w 0AIIIIiii f - ,✓ i I ' > 'lh' Q s 7+ =Tff,Y ' f ` 1042:47 ✓J d//�O /�d�r �'r 6 I ` - ci i-, _ t , x �' 3 id 1 G4 a4/ES I Q 1 W. A0 q s R40+F s R37f R38 -(''A✓ 1P li 'i (-- i '' _ I �- i LAY'. [1 R36 R35 ,. R336 r ° 16176.79 / . /.40142.51 R39 11, # N t c� I =;� ® J�" 1 r = J' c? , / f 4 ,�' � rI ./ °�,rv.0� LAWN x I Raw I ' o' sa'ir 1108 W. = I ? 19+71.00 ' 1 1041.75 Mead Ave. TBC 2Q.►41.9' C ; �tl41.5 o `�-TB �� • ,'. :.s• .m.� WM I Queen Ave. I tom. a a a' CON C;. ' j � >7/ ° /`.✓9r i E.•.' 11/17/2005 1048 :• • • : 1048 . 9 tV NN V• • d- 0.1s• . • Protect Eng. LHJ Drawing Scales Horizontal 1"=30' Vertical 1 "=3' 0v O v 1044 o . . o N FFNISHED :GRADE : GN v 1044 Dv 0 +• • N . . . GRADE = -0.0756% •w O . • - - + a° . . . GRADE _ - - 0.. 0 O . 0 . •rn -0.2967% r- - - 0. rn O . 0 o O+ ^ N 0 - 0 o • MEAD AVE. PLAN/PROFILE STA. 16+55 TO 20+45 1040 -_ I • • REMOVE AND REPLACE . EXISTING 10" :CONC.. R.S.&C CANAL IRR:. :f:i 1040 1'" . . WITH ..SDR5I 10" PVC—IRI i t L i £ S - I...),- J T �. f. I F �� i • 4 23 J 17+00 +50 18+00 +50 19+00 +50 20+00 LINE STA 20+45 SEE SHEET 7 OF 23 IU , /° 1423,P e -- Cr.�,+ Ave. LL �' R/Wi, .; ° °; R —+ a---' ,20+93.09 ---1041.38 [D.> , TBC L AWN LAWN %20.00 22+44.73 1040.93 TBE --NEW-7t- CONC. SIDEWALK/TRA. I'C` Ave. 23+47.08 1040.63 TBC R32++R31 0 0 of 21001 221-00 0 0 l0 N WM 1022 W. Mead Ave. 20.00' D/W 23+00 124+00 MEAD AVT. REMOVE -AND REPC7lEf 'f0 Gf ltfC W%5DR 1 EVC —IRR a F tri stONC.,-SIIDEWALK/ Z02( ►"'1 C D/W 12.00 D/W G1' GRAVEL t DT 1 ' GRA /EL GRA EL t LAWN GRAVEL 1 DRIVEWAY ri DRIVEWAY t ttl DRIVEW LAWN \DRi\ir:WAY R/W 1016 W. Mead Av 1020 W. Mead Ave. 1018 W. Mead Ave. 1014 W. Mead Ave. =MUM 11/17/2005 0 0 0 > Eo 2 C N2 'J ^J` V W tr)O .c -N z cnY U W -} • 1048 1044 1040 0 0 0 + N Cos n 0 O O EXJ STING O 0 O N 1048 0 O 0 c0 O FZ •FINISHED GRADE O O C O + N END CONSTRUCTION L GRADE = —0.2967% 1040.42 (1040.42) REMOVE- AND. REPLACE—EXISTING •1.0" CONC:..-R:S;&0"CANAL..FRR. WFTH__mSDRST 10'"__PVC- TRFGATION PIPE M _ 1044 1040 -J4 21-1- 00 -1-50 20+00 +50 23+00 +50 24+00 w F-¢ z= > r 0I CI_> —a Li! D Z W > < . w Qa rn rn z U CD 0 0 E 0 >- ``,5 0 0 tn 0 0 111J 0 0 0 N U) 0.. F- 0 z w 3 Ccee W a w _ i 0 � 0 Q \ wz LuQ 0 STA. 20+45 TO 24+00 1044.00 1042.00 . EXISTING EXISTING EL. = 1043.53 • FINISHED GRADE EL = 1043.65 : 3 50 .02 ft/ft • FINISHED GRADE • 1040.00 R4,W • BASE :I : 1046.00 : • 1044.00 : : 1042.00 : EXISTING :.02 ft/ft aeon SILOi . E> 1040.00 : BASE (STING EL = 11043.60: : 1044.00 : 1042.00 : . • 1040.00 : R YW : : NISHED GRACE EL =: 1043.79 3-00 : : 1046.00 : • : 1044.00 : • • • 1042.00 : : 1040.00 : 1046.00 : 1044.00 : 1042.00 : EXISTING ISTING EL.= 1043,7.88. .02 ft/ft CROSS MOPS -INISHED GRADE EL = 1043.93 ' 2+50 : : .02 ft/ft• 1040.00 : BASE 1046.00 : 1044.00 : .EXISTING • .02 ft/ft CROSS SLOPS 3.5• 01091 !SPE • • • FINISHED .GRADE. : 1046.00 : • : I . 1044.00 : . 1042.00 : EXISTING EL = 1043.86 . q. FINISHED GRADE EL = 1044.11 2 00 • : .02 ft%ft• : a' : 1040.00 : OrLL FINISHED GRADE _ _ ' _ _ _ _ : 1046.00 : 1042.00 : 1040.00 : : 1044.00 : : 1042.00 : 1046.00 : 1044.00 : 1042.00 ,OW • 1040.00 : .1 50 BASE EXISTING q EX STING• EL = 1044.40 • • q. Fl :NISHED GRADE EL =:1044.20 • • 1+50 : 1040.00 : FINISHED GRADE BASE 20 1.0 • • • • • • • 1046.00 : • • I: • 1.0 20 30 I • 1044.00 : 1042.00 : 1040.00 : c 0 .(n Q .> O C_ o 0 • a) Els O N No c .c -' •� ZEE - C 0;2 O W NO > f- Q Z = w� Lt • I CL.w _Q W D Z W > - Q . LI Q¢ W � M O O -J 0 O 0 b 0 O Z L- 3 o) w 0 a` Drawing Scales .In SII 11 0 O N o X > ROADWAY Z 0 LL.I (!) (f) (!) O U g 23 : 1044.00 : . EXISTING • • • .02 ft/ft CROSIPSLCVE : 1046.00 : : 1044.00 : EXISTING BASE :.02 ft/it EXISTING. EL = 1043.39• q. FINISHED GRADE EL =: 1043.32 5-1-50 : .02 ftjft CROSS SLOPE FINISHED GRADE • • : 1044.00 : • : 10 :42.00 Ek 'STING EL = 043.32: • INISHED GRACE EL =: 1043.35 5-00 FINISHED :GRADE • • 1040.00 : RA- : 1046.00 : • .02 ft/ft • 1044.00 : : 1042.00 : 1042.00 : : 1040.00 : : 1046.00 : BASE • • • c.•E 'STING EL =11043.40 • FINISHED GRADE EL 1043.39 : 1044.00 : • EXISTING .02 ft/ft 1040.00 • : 1046.00 : 4 50 .02 ft/ft FINISHED GRADE : 1044.00 : : 1042.00 : : 1040.00 : BASE 1040.00 : 3.5. : 1046.00 : : 1044.00 : : EXISTING EXISTING EL = 1043.40: Q FINISHED GRACIE EL 1043.40 .02 ft/ft ' : 1042.00 ' : 1040.00 : 41-39.21: • • • BASE • • • 1046.00 : • • 1044.00 : : 1042.00 : EXISTING • .02 ft/ft CROSS SLOE • • • • 02. ft/ft CROSS SIDE • FINISHED GRADE • • 1046.00 : W > 1- Q Z = w� w . OI 0_w > .Q w z(.0 . w Q w � O w 0) 0) Z 4 U 0 1 0 E 0 O _T U LR_ 1044.00 : 1042.00 . : 1040.00 : 'STING EL = 1043.41: NISHED GRACE EL = 1043.51 4 00 • .02 ft/ft . FINISHED' GRADE : 1046.00 : : 1044.00 : CROSS scrE • : 1040.00 RAW • 30 20 1.0 BASE 1.0 • • • • • • 200 R yyy. 1042.00 : 1040.00 : W e� ell 01 '- s- 15 rn c C • 5 0 • N CI 2 ROADWAY CROSS SECTIONS 23 J : 1044.00 : : 1042.00 _ 1040.00 R (W • :EXISTING (STING EL = 1043.40: TNISHED GRADE EL = 1043.12 8#00 • BASE • • 02: ft/ft 'FJNI$H.ED . GRADE MOOS SLOPE I: f. : 1046.00 : : 1044.00 : EXISTING .02 • ft/ft 10:44.00 : 10:42.00 : • 10:40.00 : R/W. (ISTING EL = 1043.4a. "WISHED 'GRAE E EL ='1043'.18 CRCOS SLOPE 1042.00 . 1040.00 : 7.50 . . .02 ft/ft FINISHED GRADE . otos su'ire . BASE : 1046.00 : • : 1044.00: • : 1042.00 . EXISTING : .02 ft%ft ExISTING EL •= 043-.37 FINISHED GRA EL =: 1043.20 10:46.00 : 10:44.00 : 1a42.00: 10:40.00 : • • 7400 • .02 ft/ft 1040.00 : • FINISHED:GRADE • . BASE 10:46.00 : 10:44.00: • 10:42.00 : 1046.00 : . E 3.5. -+- STING EL = `1043.41. INISHED GRADE EL = 1043.24 EXISTING 1044.00 : .02 ft/ft : apss SLOPE • 1042.00 . 1040.00 : 1046.00 : BASE 6f 50 .02 ft/ft ' FINISHED :GRADE • • • • : 10:40.00 : MOSS SLOPE - c STING :EL =043.38: NISHED' GRAD 'EL.' = .1043.28 1044.00 : 1042.00 EXISTING .02 ft/ft . . 6+ 00 :02 ft/ft ' FINISHED GRADE 1040.00 R 'W y 30 20 1.0 BASE. 1.0 20 • 10:46.00 : 10:44.00 : 10:42.00 : 10:40.00 : 10:46.00 : • 10:44.00 : 1042.00 : • 10:40.00 : • 30 • R/W 0 • O > E 0 C i • o N mr O N 1,o .c3 • •c ZE C p!Y U W CV 0 1-)° - Q .7 0 to rn Wr _ 0I 0 o 0 0-> 0 0 - ¢ a ,n 0 Z ;= v) Lilo ▪ D >0_ L▪ TJ (1) 0 w< >, 0 : 0 t Z W U Q oh Drawing Scales II ▪ II 0 N N -•• `+ 0 iD > ROADWAY CROSS SECTIONS 11 23 J EXISTING • 1044.00 1042.00 .. EXISTING EL ' 1043.28 FINISHED GRADE EL. = 1042.93 ;v I 01-50 1040.00 1040.00 • sass SLOPE • • BASE 1046.00 : : 1044.00 : : 1042.00 : EXISTING • : 1040.00 : : 1046.00 : : 1044.00 : 02-ft/ft FINISHED GRADE • 02 ft/it : moss Mops r ' 1044.00 : R JW 1042.00 : 1040.00 : �)tISTING EL = 1043.17: FINISHED •GRA [JE EL -• 1042:9.7 • CROPS MOPE • 10- 00 : 1046.00 : FINISHED GRADE : :02 ft/ft . BASE : 1042.00 : : 1040.00 ' EXISTING .02 ft/ft GCSS:SOE • E} ISTING EL = 11043.24- •(WISHED .GRA E EL .= 1043.05 9+50 ' 02' ft/ft :FINISHED GRADE • Go9if MOPE • • : 1044.00 : : 1042.00 : : 1040.00 : : 1046.00 : 1044.00 : 1042.00 . 1040.00 : BASE 1046.00 : : 1044.00 : • • • • • EXISTING ' .02 ft/ft E (STING EL = 1043.33 . �•NISHED •GRAVE EL 71043.09 : 1042.00 : 1040.00 : • Goo Mott • 9.00. • .02 ft/ft FINISHED: GRADE : • 1046.00 : • 1044.00 : 1042.00 : : 1040.00 : BASE : 1046.00: : • q XISING: 4 = : 1044.00 : EXISTING • .02 ft/ft 1042.00 : : I I 1040.00 R I W 30 • 043,38' �INISHED GRAD EL =:1043.09 • MOPS MOPE • 8+50 • BAS 20• 1:0 FINISHED GRADE 02. ft/ft ' : 1046.00 : : 1044.00 : CROSS MOPE ' 1.0 20 • • 30 R{W 1042.00 : 1040.00 : LTJ > a Z = w1- LLI 0I 0_W > Q w Zco w > aw as wo L.1 O O) z 0 0 O 0_ 0 E >- 46 0 3 o� w 0 .0 0 in I11 11 0 0 0 >- 0 SECTIONS cn (n 0 0 : 1044.00 : 1042.00 : EXISTING • • .02 ft/ft I c.:E4ISTING EL = 1043.09- • G, FINISHED GRAE EL = 1042.78 CROSS Marc 12 50 • • 1040.00: : 1046.00 : 1044.00 : 1042.00 : 1040.00 : 1046.00 : BASE .0 1044.00 : 1042.00 : STING • EL = 1043.18 • NISHEb GRADE EL = :1042.82 12+ BASE • EX STING' EL = NISHEfl GRAD FINISHED GRADE .02 ft/ft • Cunt Marc FINISHED GRADE 02 ft/ft. 043.18 • EL = • 1042.86 •FINISHED: GRADE .02 ft/ft 1044.00 : _. 1042.00 : • • 1040.00 : : 1046.00 : : 1044.00 : : 1042.00 : : 1040.00 : : 1046.00 : : 1044.00 : : 1042.00 : 1046.00 : 1044.00 : 1042.00 : 1040.00 : EXISTING .02 ft/ft .:E ISTING EL = 1043.21: . g, NISHED GRADE EL = 1042.90 CROSS Marc • ti00 • • FINISHED GRADE - 02 ft/ft • CRCs =PE _ . BASE 1046.00 : : 1044.00 : EXISTING EXIS"ING• EL =• 1043.26 FIN SHED:GRADE EL = 1042.91 : • • • • .02 ft/ft 1042.00 . H10L0.00 R. 30 • CROs Marc • • • 20 10 10+8 .23 BASE • FINISHED GRADE • • .02 ft/ft- aimc.MCt- • • 1040.00 : : 1046.00 : 1044.00 : 1042.00 : : 1040.00 : : 1046.00 : • : 1044.00 : 1.0 20 1042.00 : 1040.00 : H ¢ rn Wr - Z O 1 ao w „ o M> 0 N LLI 0 d D E fn wt m ¢w Cl_ W¢ >" 0 MCI 'Z w U ¢ m L_ Rr 0 O 0 ROADWAY 13 23, i I : 1044.00: : 1042.00 • • 1040.00 R?,W . • • EXISTING .02 ft/ft . ivaes SLOPE i:E [STING EL =11042.51: NISHED GRADE EL = 1042.59 15-00 BASE : 1046.00 : : 1044.00 : : 1042.00 t. : 1044.00 : • 1042.00 : • • 1040.00 : RJW STING- EL. = 1042.81 • : 1046.00 : EXISTING FINISHED GRAD EL =: 1042.63 • • .02 ft/ft . CROSS SLOPE H -F150 • FINISHED GRADE • 1044.00 : : .02 ft/ft 1042.00 : : 1040.00 : 1046.00 : : 1044.00: BASE : 1042.00 : : 1040.00 . EXISTING • (ISTING EL = 1043.00• • rIN)SHE0 •GRA E EL =. 1042.6.7 • .02 ft/ft . : • • 14t 00• • FINISHED GRADE : .02 ft/ft • 3.5' : 1040.00 : : 1046.00 : : 1044.00 : 1042.00 : 1040.00 : BASE 1046.00 1044.00 1042.00 1040.00 : EXISTING .:E !STING EL = 1043.06 . FINISHED GRADE EL = 1042.70 • .02 ft/ft MOSS SLOPE 13-50 . 1046.00 : FINISHED GRADE - 1044.00 : BASE : 1046.00:• : 1044.00 : : EXISTNG 1042.00 /:• 1040.00 RIW 30 • • .02 ft/ft . crossst rE ..__ ..02 ft/ft• : 1040.00 : <ISTING EL = 1043.06 • FINISHED . GRADE EL. _ .1042.74 13 00 1046.00 : FINISHED GRADE 1044.00 : - .02 ft/ft ARMS SU:FE : 1042.00 • BASE 20 10 10 20 • 1040.00 : 30 R/W O (7 Z O •0 0_ 0 E >- 45 450 U LL_ Drawing Scales in 11 11 Horizontal: 0 U ROADWAY 14 23, : 1044.00 : : 1042.00 : • EXISTING c_.41STING EL. =11042.43 NISHED GRADE EL = 1042.42 17--22:65. : 1040.00 : • • R/W : 1046.00 : BASE : 1044.00:• : 1042.00 : _ter 1040.00 : : EXISTING .02 ft/ft : FINISHED GRADE 1044.00 : .02 ft/ft : ROBS arm : EXISTING EL = 1,042.47 • FINISHED GI ADE. EL =. 1042.45 17+00 ' : 1046.00 : : BASE 1044.00 : 1042.00 : : 1040.00 r- • : c.:E EXISTING : •.02 ft/ft COONS SL Pc ISTING EL = 1NISHED -GRA 16 1042.52 E EL • - 104248 • 0 • 1042.00 : 1040.00 : R/W : 1046.00 : • FINISHED GRADE 1044.00 : .02 ft/ft • MOS saes . : 1042.00 : 1040.00 : • FINISHED GRADE .02 ft/ft : a5• BASE : 1046.00:• EXISTING EL T 1042.54 - FINISHED •GRDE EL := '1042;51 : 1044.00 : 1042.00 : EXISTIN:c 1040.00 I : .02 ft/ft +00 Ross WE • • F : 1046.00 : : 1044.00 : 1042.00: : 1040.00 R I W • . 30 1040.00 : : 1046.00 : .02 =ff/ft Rai SLOPE • (STING EL =11042.50 • INISHED GRADE EL = 1042.55 : BASE : 15 20 1.0 50 • • FINISHED GRADE : 1044.00 : 1042.00 : : 1040.00 : : 1046.00 : FINISHED GRADE 1044.00 : .02 ft/it 1.0 20 1042.00 : : I • 1040.00 : 30 R,'w - . 3 w 0 0 a Drawing Scales • in 11 11 C o O O 1.9.. O OD ROADWAY 15 723 • 1044.00 • 1042.00 • • • 1 • • EXISTING .02•ft/ft 1040.00 R,(W • : 1046.00 : 1044.00 1042.00 : 1040.00 CROW SLOPE • BASE EXISTING EL =11041.90 • !FINISHED GRADE EL 1041.7.4 LLLIt±.11 'EXISTING .02 ft/ft : ciao SLOPE • • .02 ft/ft : moss SOPS FINISHED' GRADE . 1044.00 : : 1042.00 : • • 1040.00 : R%W c.: E !STING EL = 1041.93 I FINISHED' GRADE 'EL =' 1041•.85 • • •19+00 : 1046.00 : • •.02 ft/ft• moss suer BASE • FINISHED• GRADE : 1046.00 1044.00 : 1042.00 : 1040.00 : 1046.00 : 1044.00 : 1042.00 : 1040.00 ISTING EL = 1041.87 `1NISHED GRADE EL = 1042.04 • FINISHED GRADE 71. EXISTING .02;ft/ft . most SPE : 1046.00 : 1044.00 : 1042.00 1040.00 R/W 30 : EXISTING • BASE as• 1044.00 : 1042.00 : : 1040.00 : : 1046.00 : : 1044.00 : : 1042.00 : • ' 1040.00 : . XISTING EL - 1042.19 .1 FINISHED GRfiDE• EL - 1042.99 1 00 FINISHED'GRADE ' : 1046.00 : : 1044.00 : .02 ft/ft • CROSS SLEW .. ....... .... 1042.00 : 1040.00 : c,E (STING EL = 1042.42 FINISHED' GRADE EL' =' 1042.34 BASE 20 - - 10 10 FINISHED GRADE 20 1046.00 : : 1044.00 : : 1042.00 : • 1040.00 : 30 RXW : 0 0 :> Eo C cn }- • c c Q, 4- N or O O No C .C3 •° Zo C p1Y O W C4} ui in o HQ 0) rn M w' Z - O I 0 O (2' a) O m > .c7 15' Li 0 ZH E u) WLu 0 'c D < . r I- w cn QQ ° d m0 - Z w U Q 3 ch w U 2 a Drawing Scales in SII SII c c 4.00 0 x 0 16 2 3, : 1044.00 : 1042.00 : EXISTING • • IS11NG EL = 1041.60: 1NISHED GRADE EL = 1041.00 1044.00 : .03 ft/ft : CRUM Mtn 22 00 .02 ft/ft FINISHED GRADE . 1040.00 RA/W • : 1046.00 : : 1044.00 : 1042.00 EXISTING BASE • KISTING EL = 1041.66 FINISHED GR 'E EL = 1041.15 R,YW 1042.00 : 1040.00 .02 ft/ft 21 50• • 02 •ft/ft FINISHED :GRADE : : 1046.00 : . 1044.00 : : 1040.00 : CROSS SUPS : 1046.00 : : 1044.00 : : 1042.00 : : 1040.00 : BASE EXISTING CROSS MOW : 1042.00 : EXISTING EL c, FINISHED G 1041.78 • DE EL: = 1041.30 BASE : 1046.00 : : 1044.00 : • EXISTING .02 ft/ft : 1040.00 : • CROSS SORE, : 1040.00 : • : 1046.00 : 1044.00 c 0 • 0 .> E QU. .Q �c 0 CD is 1T 0 N coo C r3 i, •Q, '6 z E Y UW° : 1042.00 : : 1040.00 : • EXIS11NG EL - 1041.74 • FINISHED' GRA�E EL T0'41.45•. 20+•50• ' -02.ft/ft /ft BASE : 1046.00 : : 1044.00 : 1042.00 : : 1040.00 ' J R W •• • • EXISTING • • .02 ft/ft • • : 1046.00 : FINISHED GRADE : 1044.00 : • 1042.00 1040.00 q. EX STING EL = 041.81 . RAW : 1046.00 : NISHED GRAD EL =: 1041.60 • 20+ 0 • • : .02 ft/ft CROSS SLOPE • •L • FINISHED GRADE : 1044.00 : : 1042.00 : bates • 20• 1.0 BASE • • • 1040.00 : 1.0 20 30 o I- a °' srn M J w,- Z 01 Q O Et a) o M> 0 0 0 zI- E vN wC D Qw 0 Cr) 0 d m0 Z W U Q M w O O Drawing Scales ROADWAY CROSS SECTIONS 17 23, i : 1042.00 : : 1040.00 : : 1038.00 : 1042.00 : 1040.00 : : : 1044.00 : : 1042.00 : : 1040.00 : : 1038.00 : R/W : 1044.00 : EXISTING :BASE .02: ft/ft . • R• ,YW • • • 1038.00 : 1044.00 : q. XISIING EL'.' 1040:4.3 . c FINISHED GR DE EL = 1040.41 • 2 85.47 .0i ft/ft __ CROW SLOPE FINISHED GRADE : : 1042.00 : EXISTING E(STING EL =I 1040.72 i( 1042.00 : 1040.00 : 1038.00 : 1044.00 : .� FINISHED GRAPE EL = 1040.S6 : 1040.00 . : 1038.00 : .02 :ft/ft 01083 SUPE 3 -50 FINISHED GRADE• 1042.00 : 1040.00 : BASE 15' �- : 1044.00 : : 1042.00 : : 1040.00 EXISTING • • : .02 ft/ft • • : 1038.00 : : : BASE ' CROSS q; E (STING EL = 1041.46 . FINISHED GRAZE EL. = 1040.71 • 23--00 : RAW : : 1044.00 : EXISTING • • : 1042.00 .� : 1040.00 : : 1038.00 : • .02 ft/ft • E (STING EL = 1041.48: NISHED GRACIE EL = 1040.85 FINISHED GRADE 02 'ft/ft 1038.00 : 1044.00 : 1042.00 01086 SLOPE 1040.00 : 1038.00 : 30 20 1.0 10 FINISHED GRADE 1044.00 : 1042.00 : R,YW 1040.00 : • 1038.00 : 0 • O o ED 0' C y� L _o. 4_ N O.- O 0) No .c3 +-0 Z E O W rn rn Z 0 a) 0 L 0 0 E >- 9C--3 0 0 0 f) J 0 0 0 N J. I N a. cn O Z LL 3 rn w U 0 a ROADWAY (n Z O F- U 00 00 O OC U 1823 STRIPING TO BE DONE BY OTHERS City of Yakima)0111r"Vi,_ Engineering Division 0 -"4,\111111100r,; 129 North Spo nd Street CDN) /�01 16TH AVE, L./ 1)1 ; 1GR A VE 1_ ,.. ,„,-, 7 ,/ ) .. c ,,,;‘, ,_ -„,,/ ,—M-, ltif „,— _, i' • . . ___ \,,,,-; -- ;..., ti 4 / i t ) ( '-,:, ' ) , .Ni ____ s S M H ' - -------- . , ----,"—E- Om tf :, ‘ A VF i_ '--k, 1 + ir I Mh-3+ 00 LAND LINE 1 1 4. 0' j c ME AVE. — . .......„-___ _--_ --_— - 7,AVEL PARKIN,...7 MEAD AVENUE IMPROVEMENT MEAD AVE. 16TH AVE. — 11TH AVE' City of Yakima Project N. 1919 F A NO. STPU3-4570(001) LA 5005 ._ - ....,_ rl TV I -______ _,--------- ".' TEL "' Cr _ , t-'1 BS,..,,,,, 1 R R B 0 X , SN U ' , LA \Nil 1500 W. 4-\\--e.---. . Vlead Ave. , IA \p.iN . I . il . ' , „,„„ 13 E WA L.' -, \-› 3 i 1 .1 \NNI ' -4 1419 15th Ave. ' ' / L A WN ,-----, ,,,D, U ivi P • El i .-I g11 .1. SN QMH Project Eng. LFIJ Drawing Scales Horizontal 1"=‘,20' Vertical N/A ,..., . v , 14.• 0 T-21 -I- -4+-00 — 4-I-UU 1 1 ' : a - 1-4 LAND LINE MEAD AVE. ROADWAY INFORMATIONAL STRIPPING PLANS W XIV - WV WVI G R AVE! _ P AR K. 1 NI '•'.3 fa, lb • ....------ W. AD4 .11111111 ,40.,......_. . , 1 S N - ---__ - / i' _TEL R . . , LAWN .. , „. . L — . , ii's, oNAL ' '''' 19 23 1 i — S N ---7...7C LIIIPIrkarciCt.A.:7 ; 0.0 5 t i STRIPING TO BE DONE BY OTHERS A;', City of Yakima ` . 1 Engineering Division •'< 129 North Second Street or Yakima, Washington i 1 i..v.______ (( � �' (\ i 'tits J( �# 3yF I ,...m„_.lf F to : `i i =. \ I \ t t (�'^'[� € j j�_ I{ �1 F iY ,ate Y �l 1 3 7 ij L'� SDMH JND LINE MEAD AVE. WV 1 -1 --VD FH __ �_ MEAD AVENUE IMPROVEMENT MEAD AVE. 16TH AVE. — 11TH AVE. City of Yakima Project N. 1919 F A NO. STPUS-4570(001) LA 5005 '�'� � VELT E L -R RAcc emlir� MB WM '777 \‘.-N. Ki N..„ 1310 W. A Vi e a d Ave. �Py W. AD-, & 45z.i.�, f F f �� s0 W. Mead 'Ae , 1301 W. q.�-.' eve. ' 1 ��� ��Yts�� t ( WAY; {� - - , F.- \A �L1�F �i;.. fly i I • 1 1 2DD5 V� F - f f - - _— ` £ ' x OMS; 1_ Project Eng. LHJ Drawing Scales Horizontal: 1'=20' Vertical: N/A . 14. 0' 14 .0 9 i00 L.. 0� 14. MEAD AVE. ROADWAY INFORMATIONAL STRIPPING PLANS WV — LANU LFNt — — WV WV —_ zr' D4 WM — ==_� ____ c 7f i l 3? 1 I Mv, ` ..WM PV / t ,; Mead Ave. ;; ,i, 1306 W. �•;, Vead Ave. 23 STRIPING TO BE DONE BY OTHERS i `i ( ✓ ✓ �r f ✓ > r : / ,/ _r" ,d' ,rd ' / �� u� [c*,,� � d' / j� ✓ s" , 4 I „� L.J id '•� I `. __ y-� I I �_........._.-._...... € (7 j �° ,'� , ✓?' // ✓•✓ �/ J. f� d / � ^ v- --:----- GRAVEL! �tf i- G R A ��7 E L. ! • jt �J' , �/ �d �' /s ✓ � �.. O ISI \.� . , a \ I` -t R A V E ( 1420 S. 12'th A' I ( i N V11 7 CONC. DEW LK, TRAEFI G / FSC-CBcCuP , �� .- 14 00' -0-. ---. t '00 �— 35 00 �` 12.00 139. 0M H 14.00' MEAD AVE. LAND LINE D4WV .---;,*1 14. 0' ■/ _ Wy xi__ GRAVEL G RA`' 'EL SWM 13 M ..WM .. J \ ®WM 10.020 �D w --0-\\12.00' NEW 7 CONC. SIDEWALK RA E . . J( .. 00 f — — — I r`: — EXISTING R/W c ,E Medd Ave. EXISTING R c .O Eo a ,c U� 0 a) mr O N �o C £3 > c»0 zE c �Y U W :1} A I'T Uhl VEWA"( L A itVN L A 1WWN 0] rn z 0 0 0 E 0 0 0 --►-I 16.00' hoe -- 0 0 LO —J 0 0 0 N ,,^I V/ LL O z LL 0' W LAND LINE GRAVEL AE; WM O O Ln VWV M --WV 1WV FH ROADWAY 7' CONC. SIDEWALK/TRAFFIC (n J Z Q Z Q O 0_ < O Z cx O a_ Li_ EL - Z �-- STRIPING TO BE DONE BY OTHERS 1 14+0 I ULf.L.00 / WE L W. Mea C -A V\IINI Ave LAND L NE x 767 -16\r -e- No 211 f 15.00 0.00 AFFIC C WM 1 ME UP -0= QMH QMH e. p, MEAD AVE. r57013 1 + e p WV 2" Al CAP 0 2 4 S TU M P A VE -I ‘-‘7 ASPHALT ui CN ASPHAL e o , NEW 7' CON -C." -SID-EWAdK)7TRAFFIC C& D/W • 30.00' ANT/El WN ASPHALT 1112DieNVead Ave. /// "1-4-2-b—titli,,,p-pn Ave -' SHRUBS _A" C. SDMH QUEEN AVE. \SD V 11711 / 2 0 05 meaa e. EXISTING R.VW 'ASPHALT DRI \/EWA - D/W , 14.00 CONC,-.1)IDEWALK/ RAVEL P .R! —owl 16.00' MEAD AVE. QMH 0-0 - QMH 14.00' 0 0_ 0 •11 z co 0 0 tn c LAND LINE A e•-\ S V 11 ALT 444,44;4,, QUEEN AVE. mwv „A_wy wv , - WV FH SN7-, n LfT1 j UP GRAVE WM TI\IEW 7' CONC. SIDEWALK/TRAFFIQ1 -• / 1 _1 z < < ›— Z <0a. < < Z 0 0 D— LL. c-2 z 22 23 STRIPING TO BE DONE BY OTHERS a;' City of Yakima Engineering Division 0. ".' 129 North Second Street ti, Yakima, Washington J 1 ri ,. . \.,_ `i C. 8. i 0. O. i ^'....'--t "" —1 t ALSN —►I 16.00'Imo— —�I 16.00',f ivs '- - z� i �� VI IC. IDEWALK/ {� ' c;&G �-� UP - ' ' i3 4; 1/7/ _ _-=' SDMH a. OM1 f OM H O` 0 Cr; cv MEAD AVE. :10' LAND LINE liajf-ill —7—. ixiW V -C.A. O RA :EL O ..wM Ili - ems. WV 7------ / , MEAD AVENUE IMPROVEMENT MEAD AVE. 16TH AVE. — 11TH AVE. City of Yakima Project N. 1919 F A NO. STPUS-4570(001) LA 5005 T&G x ;,_ x/ '– 20.00' 20.0( ;_I..DEWALK_[ //\\ /VI I �. .a % iai ,AVEL E' i y 4 ac St i �j _ Dil{11��!, iIS���L DRIV'EWA X i I a 0 }- Py W. A 4 14,2,4f , 11th Ave. 5 z�f-�� Nal I x - , C.B. --- x CONIt.� . ; � t � .ZONAL V) Project Eng. LHJ Drawing Scales Horizontal: 1"=20. Vertical: N/A -EWA -LK a:n�' NSW / C,ONC. Sib SIC �•���, X �\" G — —�' ,r!.; tet)' 5D M ,., O OM H --'� ROADWAY INFORMATIONAL STRIPPING PLANS LAND LINE ----Ct--- Mi4 1. --nt--- ----nt--- lir ,.. _ ______ ::wm _ 20.0,yAy'0 20.00' NEW SONC.- IDEW4LK/TI'Q12.0012.00 .D/W D/W 23 23 D/W